createdTsNone
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noticeInvitingTenderDTO
createdTs1722067045710
version4
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee5000.00
emd547500.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose12-08-2024 17:00:00
tenderQueryClose07-08-2024 11:00:00
technicalBidOpen14-08-2024 11:00:00
publishedDate27-07-2024 14:15:10
publishedByPostKKRTC_EE_HOFF_KLB
publishedByUserKPE11172 - CHANNAN BORAIAH
bidValidityPeriod90
noOfCalls1
preBidMeetingDate09-08-2024 17:00:00
preBidMeetingYnTrue
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contactPersonChannana Boraiah
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highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber8472220663
mobileNumber7760992033
tenderSupplierListNone
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createdTs1722067045745
version6
createdDateNone
modifiedDateNone
tenderNumberKKRTC/2024-25/BD/WORK_INDENT82
titleConstruction of New Ultra Modern Bus Station at Mahagaon Dist Kalaburagi
descriptionConstruction of New Ultra Modern Bus Station at Mahagaon Dist Kalaburagi
categoryWORKS
categoryTextWorks
ecv36500000.00
deptNameKalyana Karnataka Road Transport Corporation
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location5935
locationNameKalyana Karnataka Road Transport Corporation Head Office Kalburgi
provisionalAmount36500000.0
groupOverheadTotal939119.65
fileNumberKKT/EEG/KLB/DB/T/279/2024-25
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17220670460000NoneNoneBuildingsConstruction of New Ultra Modern Bus Station at Mahagaon Dist Kalaburagi35560880.35
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3633338132159Nonecode01Earth 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 mCum126.37126.371167.08FalseNoneNoneFalseNoneFalse147483.89960
3633339132159Nonecode02Earth 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 depthCum449.75449.75219.1FalseNoneNoneFalseNoneFalse98540.2250
3633340132159Nonecode03Construction 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)Cum587.28587.281237.5FalseNoneNoneFalseNoneFalse726759.00
3633341132159Nonecode04Providing, 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)Cum3170.63170.6165.0FalseNoneNoneFalseNoneFalse523149.00
3633342132159Nonecode05Construction 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 )Cum6095.886095.88206.25FalseNoneNoneFalseNoneFalse1257275.250
3633343132159Nonecode06Providing 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 aggregatesCum7017.697017.69175.15FalseNoneNoneFalseNoneFalse1229148.40350
3633344132159Nonecode07Filling 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)Cum329.57329.57529.89FalseNoneNoneFalseNoneFalse174635.84730
3633345132159Nonecode08KSRB 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)Cum520.38520.38785.49FalseNoneNoneFalseNoneFalse408753.28620
3633346132159Nonecode09Providing 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 aggregatesCum7934.557934.559.35FalseNoneNoneFalseNoneFalse74188.04250
3633347132159Nonecode10Providing 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)Cum8478.328478.32134.66FalseNoneNoneFalseNoneFalse1141690.57120
3633348132159Nonecode11Providing 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)Cum8412.768412.7644.9FalseNoneNoneFalseNoneFalse377732.9240
3633349132159Nonecode12Providing 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)Cum14413.4114413.4171.35FalseNoneNoneFalseNoneFalse1028396.80350
3633350132159Nonecode13Providing 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)Cum13964.7613964.7611.21FalseNoneNoneFalseNoneFalse156544.95960
3633351132159Nonecode14Providing 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)Cum12717.7212717.7231.07FalseNoneNoneFalseNoneFalse395139.56040
3633352132159Nonecode15Providing 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)Cum13565.5613565.5665.85FalseNoneNoneFalseNoneFalse893292.1260
3633353132159Nonecode16Providing 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 aggregatesCum13143.3113143.3133.88FalseNoneNoneFalseNoneFalse445295.34280
3633354132159Nonecode17Providing 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)Cum12717.7212717.72198.94FalseNoneNoneFalseNoneFalse2530063.21680
3633355132159Nonecode18Providing 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)Cum12321.8512321.855.4FalseNoneNoneFalseNoneFalse66537.990
3633356132159Nonecode19Providing 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)Cum12293.7912293.790.69FalseNoneNoneFalseNoneFalse8482.71510
3633357132159Nonecode20Construction 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)Cum11226.5711226.57330.0FalseNoneNoneFalseNoneFalse3704768.10
3633358132159Nonecode21Providing 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 teakSqm5615.145615.1417.01FalseNoneNoneFalseNoneFalse95513.53140
3633359132159Nonecode22Providing 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)Cum153886.27153886.270.47FalseNoneNoneFalseNoneFalse72326.54690
3633360132159Nonecode23Providing & 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)Rmtr394.0394.045.6FalseNoneNoneFalseNoneFalse17966.40
3633361132159Nonecode24VOL 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)Sqm2931.472931.4712.6FalseNoneNoneFalseNoneFalse36936.5220
3633362132159Nonecode25Providing 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)Kg208.15208.151454.04FalseNoneNoneFalseNoneFalse302658.4260
3633363132159Nonecode26Providing 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)Cum9873.599873.59160.15FalseNoneNoneFalseNoneFalse1581255.43850
3633364132159Nonecode27Providing 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)Sqm365.5365.51356.5FalseNoneNoneFalseNoneFalse495800.750
3633365132159Nonecode28Providing 15 mm cement plaster on the rough side of single or half brick wall of mix .1.6 (1 cement. 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. SRP- Vol-II (41/8.2.2)Sqm345.68345.68576.0FalseNoneNoneFalseNoneFalse199111.680
3633366132159Nonecode29Providing 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)Sqm315.94315.94332.96FalseNoneNoneFalseNoneFalse105195.38240
3633367132159Nonecode30Providing 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)Kg605.87605.8790.58FalseNoneNoneFalseNoneFalse54879.70460
3633368132159Nonecode31Providing 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)Sqm1450.861450.8615.86FalseNoneNoneFalseNoneFalse23010.63960
3633369132159Nonecode32Providing 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)Kg700.03700.0335.64FalseNoneNoneFalseNoneFalse24949.06920
3633370132159Nonecode33Providing 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)Sqm6601.396601.39250.73FalseNoneNoneFalseNoneFalse1655166.51470
3633371132159Nonecode34Providing 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 mmSqm1642.911642.91109.73FalseNoneNoneFalseNoneFalse180276.51430
3633372132159Nonecode35Flooring 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)Sqm1914.251914.25108.57FalseNoneNoneFalseNoneFalse207830.12250
3633373132159Nonecode36Providing 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)Rmtr406.39406.39100.0FalseNoneNoneFalseNoneFalse40639.00
3633374132159Nonecode37Providing 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)Kg110.82110.8258528.89FalseNoneNoneFalseNoneFalse6486171.58980
3633375132159Nonecode38Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification. SRP- Vol-I (18/2.12)Kg91.3391.3312375.0FalseNoneNoneFalseNoneFalse1130208.750
3633376132159Nonecode39Providing 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)Kg131.33131.335943.13FalseNoneNoneFalseNoneFalse780511.26290
3633377132159Nonecode40Providing 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)Sqm703.75703.75338.91FalseNoneNoneFalseNoneFalse238507.91250
3633378132159Nonecode41Providing 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)Sqm4942.374942.3729.82FalseNoneNoneFalseNoneFalse147381.47340
3633379132159Nonecode42Design 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)Sqm9852.529852.5212.78FalseNoneNoneFalseNoneFalse125915.20560
3633380132159Nonecode43KSRB 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 )Sqm4049.764049.764.86FalseNoneNoneFalseNoneFalse19681.83360
3633381132159Nonecode44Constructing 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 16.9/191Each5936.045936.043.0FalseNoneNoneFalseNoneFalse17808.120
3633382132159Nonecode45Supplying, 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 94/9.1.4Rmtr581.09581.09290.0FalseNoneNoneFalseNoneFalse168516.10
3633383132159Nonecode46Supplying 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)Rmtr509.22509.22100.0FalseNoneNoneFalseNoneFalse50922.00
3633384132159Nonecode47Supplying, 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 187/16.1.2Rmtr719.85719.8570.0FalseNoneNoneFalseNoneFalse50389.50
3633385132159Nonecode48Providing 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)Sqm123.9123.91260.98FalseNoneNoneFalseNoneFalse156235.4220
3633386132159Nonecode49Distempering 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)Sqm169.74169.741260.98FalseNoneNoneFalseNoneFalse214038.74520
3633387132159Nonecode50Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC.Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400Percentage and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.Sqm1012.261012.26100.0FalseNoneNoneFalseNoneFalse101226.00
3633388132159Nonecode51Finishing 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)Sqm110.27110.27908.96FalseNoneNoneFalseNoneFalse100231.01920
3633389132159Nonecode52Providing 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)Ltr11.1511.154000.0FalseNoneNoneFalseNoneFalse44600.00
3633390132159Nonecode53Providing 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 mmMtr591.0591.0100.0FalseNoneNoneFalseNoneFalse59100.00
3633391132159Nonecode5425 mmMtr366.74366.7490.0FalseNoneNoneFalseNoneFalse33006.60
3633392132159Nonecode5520 mmMtr268.86268.8610.0FalseNoneNoneFalseNoneFalse2688.60
3633393132159Nonecode5615 mmMtr205.67205.6725.0FalseNoneNoneFalseNoneFalse5141.750
3633394132159Nonecode57White 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)Nos3133.433133.433.0FalseNoneNoneFalseNoneFalse9400.290
3633395132159Nonecode58White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. SRP- Vol-II (126/14.13.2)Nos2888.12888.16.0FalseNoneNoneFalseNoneFalse17328.60
3633396132159Nonecode59Providing 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)Nos7192.397192.392.0FalseNoneNoneFalseNoneFalse14384.780
3633397132159Nonecode60Providing 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 124/14.5.1Each10707.4310707.436.0FalseNoneNoneFalseNoneFalse64244.580
3633398132159Nonecode61Providing 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)Unit1320.771320.772.0FalseNoneNoneFalseNoneFalse2641.540
3633399132159Nonecode62Providing 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 / 12.113.2Each336.3336.32.0FalseNoneNoneFalseNoneFalse672.60
3633400132159Nonecode63Providing 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)Nos366.74366.745.0FalseNoneNoneFalseNoneFalse1833.70
3633401132159Nonecode64Providing 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)Nos869.77869.772.0FalseNoneNoneFalseNoneFalse1739.540
3633402132159Nonecode65Providing and fixing brass stop cock of approved quality 15 mm nominal bore SRP- Vol-II (115/13.3.1)Nos403.91403.918.0FalseNoneNoneFalseNoneFalse3231.280
3633403132159Nonecode66Supplying 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)Sqm2818.722818.72100.25FalseNoneNoneFalseNoneFalse282576.680
3633404132159Nonecode67Providing 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)Sqm1101.471101.478.66FalseNoneNoneFalseNoneFalse9538.73020
3633405132159Nonecode68Providing 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)Sqm1724.681724.6875.12FalseNoneNoneFalseNoneFalse129557.96160
3633406132159Nonecode69Providing, 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)Sqm1154.741154.7459.91FalseNoneNoneFalseNoneFalse69180.47340
3633407132159Nonecode70Supplying 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)Nos6490.06490.040.0FalseNoneNoneFalseNoneFalse259600.00
3633408132159Nonecode71Hydraulic Excavator of 0.9 m3 bucket (J.C.B excavator) Levelling the ground SRP- Vol-I (A-45/50)Hour1672.651672.6512.0FalseNoneNoneFalseNoneFalse20071.80
3633409132159Nonecode72Korean truff (Bijapur BS Approved Rate)Sqm206.5206.550.0FalseNoneNoneFalseNoneFalse10325.00
3633410132159Nonecode73Providing & supplying of plants from forest department of plants size 14inch x 20inch 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.Each118.0118.050.0FalseNoneNoneFalseNoneFalse5900.00
3633411132159Nonecode74Providing 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.Rmtr14.0114.01421.2FalseNoneNoneFalseNoneFalse5901.0120
3633412132159Nonecode75Sinking 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 mRmtr382.85382.8560.0FalseNoneNoneFalseNoneFalse22971.00
3633413132159Nonecode76Borewell depth of 50 to 100 mRmtr479.49479.4930.0FalseNoneNoneFalseNoneFalse14384.70
3633414132159Nonecode77Borewell depth of 100 to 150 mRmtr510.46510.4660.0FalseNoneNoneFalseNoneFalse30627.60
3633415132159Nonecode78Supplying 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)Rmtr742.16742.1620.0FalseNoneNoneFalseNoneFalse14843.20
3633416132159Nonecode79Supplying 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)Rmtr723.57723.5740.0FalseNoneNoneFalseNoneFalse28942.80
3633417132159Nonecode80Geophysical 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 139/12.2Each6239.846239.841.0FalseNoneNoneFalseNoneFalse6239.840
3633418132159Nonecode81Stone 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 )Sqm3495.213495.2135.0FalseNoneNoneFalseNoneFalse122332.350
3633419132159Nonecode82Providing 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)Mtr1479.361479.36120.0FalseNoneNoneFalseNoneFalse177523.20
3633420132159Nonecode83Providing 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))Sqm386.56386.56170.0FalseNoneNoneFalseNoneFalse65715.20
3633421132159Nonecode84Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1.3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications..SRP- Vol-II(67/9.37)Sqm973.85973.85110.0FalseNoneNoneFalseNoneFalse107123.50
3633422132159Nonecode85Storage Unit- Wooden -One side laminate Providing and fixing woode storage unit one side laminate with 18 mm PLY/PLPB with edge bound for body, 18mm PLY/PLPB with openable shutters and individual locking system for shutter, 9 mm PLY with edge bound for rear portion with Hafele fitting hinges, Hafele locks, Minifix assembly, screw legs, Handles and tower bolt complete as per specifications, drawings and as directed by Engineer in charge.PLY STORAGE - 900 mm W X 430 mm D X 2100 mm Ht SRP( SR 18-19) (39.24.3)Sqm24532.224532.22.0FalseNoneNoneFalseNoneFalse49064.40
3633423132159Nonecode86Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required .SRP- Vol-I (134/14.11.2) Size 600x450x200 mmNos6296.596296.592.0FalseNoneNoneFalseNoneFalse12593.180
3633424132159NoneElec code87SRP 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 1.2.2Rmtr96.6496.64800.0FalseNoneNoneFalseNoneFalse77312.00
3633425132159NoneElec code88SRP. 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 thickRmtr97.8897.88500.0FalseNoneNoneFalseNoneFalse48940.00
3633426132159NoneElec code891.1.2 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 thickRmtr100.35100.3590.0FalseNoneNoneFalseNoneFalse9031.50
3633427132159NoneElec code90SRP 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 2.3.2Rmtr32.2132.211700.0FalseNoneNoneFalseNoneFalse54757.00
3633428132159NoneElec code91Do- 2.5 sqmm (P6/2.3.3)Rmtr52.0352.031500.0FalseNoneNoneFalseNoneFalse78045.00
3633429132159NoneElec code92Do- 4sqmm (P6/2.3.4)Rmtr78.0578.05499.0FalseNoneNoneFalseNoneFalse38946.950
3633430132159NoneElec code93Do- 6sqmm (P6/2.3.5)Rmtr113.98113.98150.0FalseNoneNoneFalseNoneFalse17097.00
3633431132159NoneElec code94Do- 10sqmm (P6/2.3.6)Rmtr206.91206.9170.0FalseNoneNoneFalseNoneFalse14483.70
3633432132159NoneElec code95Do- 16sqmm(P6/2.3.7)Rmtr394.0394.050.0FalseNoneNoneFalseNoneFalse19700.00
3633433132159NoneElec code96SRP.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 boxNo333.29333.2932.0FalseNoneNoneFalseNoneFalse10665.280
3633434132159NoneElec code97Do- Medium point above 3 Mtr upto 6Mtr from tapping point to outlet via switch box. (P5/2.2.2)No469.58469.5830.0FalseNoneNoneFalseNoneFalse14087.40
3633435132159NoneElec code98Do- Long point above 6 Mtr upto 10Mtr from tapping point to outlet via switch box. (P5/2.2.3)No687.64687.6435.0FalseNoneNoneFalseNoneFalse24067.40
3633436132159NoneElec code99Supplying 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 3.4.1No170.98170.9825.0FalseNoneNoneFalseNoneFalse4274.50
3633437132159NoneElec code100Do- 4-5way (P15/3.4.3)No219.3219.330.0FalseNoneNoneFalseNoneFalse6579.00
3633438132159NoneElec code101Do-6 way (P15/3.4.4)No272.58272.5840.0FalseNoneNoneFalseNoneFalse10903.20
3633439132159NoneElec code102Do-10-12 way (P15/3.4.6)No395.24395.2450.0FalseNoneNoneFalseNoneFalse19762.00
3633440132159NoneElec code103Do-18 way (P15/3.4.8)No501.79501.796.0FalseNoneNoneFalseNoneFalse3010.740
3633441132159NoneElec code104Supplying 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 3.5.1No169.74169.7450.0FalseNoneNoneFalseNoneFalse8487.00
3633442132159NoneElec code105Do- 4 module (P16/3.5.3)No216.82216.8240.0FalseNoneNoneFalseNoneFalse8672.80
3633443132159NoneElec code106Do- 6 Module (P16/3.5.4)No289.92289.9240.0FalseNoneNoneFalseNoneFalse11596.80
3633444132159NoneElec code107Do-10-12 Module (P16/3.5.6)No426.21426.2150.0FalseNoneNoneFalseNoneFalse21310.50
3633445132159NoneElec code108Do-18 Module (P16/3.5.8)No566.22566.2210.0FalseNoneNoneFalseNoneFalse5662.20
3633446132159NoneElec code109Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch 3.6.1No126.37126.37210.0FalseNoneNoneFalseNoneFalse26537.70
3633447132159NoneElec code110Do- 6Amps 3 way socket (P16/3.6.3)No211.86211.8642.0FalseNoneNoneFalseNoneFalse8898.120
3633448132159NoneElec code111Do- modular stepped fan regulator (P16/3.6.4)No442.32442.3220.0FalseNoneNoneFalseNoneFalse8846.40
3633449132159NoneElec code112Do- 16Amps one way switch (P16/3.6.7)No223.02223.0215.0FalseNoneNoneFalseNoneFalse3345.30
3633450132159NoneElec code113Do- 6/16 Amps universal socket (P16/3.6.10)No292.4292.416.0FalseNoneNoneFalseNoneFalse4678.40
3633451132159NoneElec code114Supplying and fixing Fan box with round hook (P3/1.13)No144.96144.9624.0FalseNoneNoneFalseNoneFalse3479.040
3633452132159NoneElec code115Supplying 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 1.9.2Mtr27.2527.2570.0FalseNoneNoneFalseNoneFalse1907.50
3633453132159NoneElec code116Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70Percentage lumen maintenance with CRI morethan 80. Power Input. 220-240V @ 50/60Hz & Power factor morethan0.9 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 wNo854.91854.9150.0FalseNoneNoneFalseNoneFalse42745.50
3633454132159NoneElec code11711.5.3. 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 morethan 80. Power Input. 220-240V @ 50/60Hz & Power factor morethan0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 15-18WNo1640.431640.438.0FalseNoneNoneFalseNoneFalse13123.440
3633455132159NoneElec code118Supplying 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, CRImorethan 70Percentage. Efficacy morethan100 lumen per watt, 120degree beam spread, lifemorethan 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 morethan 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 12.6.2No5641.165641.1612.0FalseNoneNoneFalseNoneFalse67693.920
3633456132159NoneElec code11911.8.4 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 morethan 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire morethan IK08. Power Factor morethan0.9 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 Efficiencymorethan130lm/w, nominal CRI morethan75. 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 WattsNo10977.5410977.5412.0FalseNoneNoneFalseNoneFalse131730.480
3633457132159NoneElec code1206.3.1..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.No3697.173697.176.0FalseNoneNoneFalseNoneFalse22183.020
3633458132159NoneElec code1216.2.1.Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.12inch Sweep (300mm) 7.2.1No3678.593678.594.0FalseNoneNoneFalseNoneFalse14714.360
3633459132159NoneElec code122Fixing 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 13.7.1No151.15151.1550.0FalseNoneNoneFalseNoneFalse7557.50
3633460132159NoneElec code123Supplying 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 13.2.3No1831.241831.2410.0FalseNoneNoneFalseNoneFalse18312.40
3633461132159NoneElec code124Fixing 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.13.10No211.86211.866.0FalseNoneNoneFalseNoneFalse1271.160
3633462132159NoneElec code125Fixing 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.13.13No875.97875.974.0FalseNoneNoneFalseNoneFalse3503.880
3633463132159NoneElec code126Supplying 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 SPNo514.18514.1850.0FalseNoneNoneFalseNoneFalse25709.00
3633464132159NoneElec code127Do- 6-32 Amps DP. (5.18.2)No915.62915.6230.0FalseNoneNoneFalseNoneFalse27468.60
3633465132159NoneElec code128Do- 6-32 Amps TPN. (5.18.7)No2127.362127.368.0FalseNoneNoneFalseNoneFalse17018.880
3633466132159NoneElec code129Do- 50-63Amps TPN . (5.18.9)No3826.033826.032.0FalseNoneNoneFalseNoneFalse7652.060
3633467132159NoneElec code13011.2.1.Supplying & fixing retrofit type -PL- LED Lamp .......W LED linear source with CCT 6500 degree K, CRImorethan 70Percentage. efficacy morethan80 lumen per watt, lifemorethan 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 morethan 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.Each771.89771.894.0FalseNoneNoneFalseNoneFalse3087.560
3633468132159NoneElec code131Supplying 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.No16660.8316660.833.0FalseNoneNoneFalseNoneFalse49982.490
3633469132159NoneElec code1325.30.Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter.No1709.821709.8210.0FalseNoneNoneFalseNoneFalse17098.20
3633470132159NoneElec code133Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter.5.29No1765.571765.571.0FalseNoneNoneFalseNoneFalse1765.570
3633471132159NoneElec code134Supplying, fixing and wiring 50/5Amps to 400/5 Amps 5VA burden current transformer. 0.5 accuracy. (5.34)No696.31696.313.0FalseNoneNoneFalseNoneFalse2088.930
3633472132159NoneElec code135Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v AC 50Hz 12/24v DC (5.38)No638.08638.083.0FalseNoneNoneFalseNoneFalse1914.240
3633473132159NoneElec code136Fabricating 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)Sqm0.620.62100000.0FalseNoneNoneFalseNoneFalse62000.00
3633474132159NoneElec code137Supplying ......... 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 5.40.1Mtr3054.133054.131.0FalseNoneNoneFalseNoneFalse3054.130
3633475132159NoneElec code138Supplying 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 5.41.1Mtr377.89377.8912.0FalseNoneNoneFalseNoneFalse4534.680
3633476132159NoneElec code13912.56.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 diaNo4348.894348.8915.0FalseNoneNoneFalseNoneFalse65233.350
3633477132159NoneElec code14012.57.Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m 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 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm 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.No5273.185273.184.0FalseNoneNoneFalseNoneFalse21092.720
3633478132159NoneElec code14112.58.2.Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.25x3mm GI strip.Rmtr101.59101.5930.0FalseNoneNoneFalseNoneFalse3047.70
3633479132159NoneElec code142Gescom 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)Each28107.9528107.951.0FalseNoneNoneFalseNoneFalse28107.950
3633480132159NoneElec code143Gescom 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)Km221747.54221747.540.1FalseNoneNoneFalseNoneFalse22174.7540
3633481132159NoneElec code144Gescom 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 SqmmKm38581.2238581.220.1FalseNoneNoneFalseNoneFalse3858.1220
3633482132159NoneElec code145Vol 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 1Cum126.37126.3780.0FalseNoneNoneFalseNoneFalse10109.60
3633483132159NoneElec code146Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes.6.17.1No3.713.71180.0FalseNoneNoneFalseNoneFalse667.80
3633484132159NoneElec code147Do- 2.5 sqmm. (6.17.2)No4.954.95220.0FalseNoneNoneFalseNoneFalse1089.00
3633485132159NoneElec code148Do- 4.0 sqmm. (6.17.3)No8.678.6760.0FalseNoneNoneFalseNoneFalse520.20
3633486132159NoneElec code149Do- 6 sqmm. (6.17.4)No8.678.6724.0FalseNoneNoneFalseNoneFalse208.080
3633487132159NoneElec code150Do- 10sqmm.(6.17.5)No9.919.9124.0FalseNoneNoneFalseNoneFalse237.840
3633488132159NoneElec code151Do- 16 sqmm. (6.17.6)No15.4115.4112.0FalseNoneNoneFalseNoneFalse184.920
3633489132159NoneElec code152Do- 50 sqmm Long Barrel. (6.17.9)No74.3474.3416.0FalseNoneNoneFalseNoneFalse1189.440
3633490132159NoneElec code153VOL-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 3Mtr199.47199.47100.0FalseNoneNoneFalseNoneFalse19947.00
3633491132159NoneElec code154Supplying 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.5.33Each11541.2811541.281.0FalseNoneNoneFalseNoneFalse11541.280
3633492132159NoneElec code155VOl-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 procedureCum2196.742196.742.0FalseNoneNoneFalseNoneFalse4393.480
3633493132159NoneElec code156Gescom sr/11KV materials/536/66.04.HDPE/PLB Pipe 50/42 mmKm105332.34105332.340.14FalseNoneNoneFalseNoneFalse14746.52760
3633494132159NoneElec code157PWD 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”Each34832.034832.01.0FalseNoneNoneFalseNoneFalse34832.00
3633495132159NoneElec code158PWD 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)Job231.69231.6915.0FalseNoneNoneFalseNoneFalse3475.350
3633496132159NoneElec code1592.6.2.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.Rmtr208.15208.15140.0FalseNoneNoneFalseNoneFalse29141.00
3633497132159NoneElec code1605.1.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.Each2387.552387.551.0FalseNoneNoneFalseNoneFalse2387.550
3633498132159NoneElec code161Gescom SR/SSM 11KV/88/12.04.Distribution Transformer - 3 Phase, 11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1). 2014 63 kVA, Aluminum Wdg, Star 2 (5 Star)No226173.25226173.251.0FalseNoneNoneFalseNoneFalse226173.250
3633499132159NoneElec code162Gescom SR/11KV Labour/72/8.01. Erection of 25 to 63 kVA Transformer on Transformer StructureNo1478.121478.121.0FalseNoneNoneFalseNoneFalse1478.120
3633500132159NoneElec code163Gescom SR/SSM 11KV/1/1.01.RCC Pole - 9 Mtr Long, 145 Kg WLNo8767.168767.162.0FalseNoneNoneFalseNoneFalse17534.320
3633501132159NoneElec code164Gescom SR/11KV Labour/30/2.02.Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depthNo1379.01379.02.0FalseNoneNoneFalseNoneFalse2758.00
3633502132159NoneElec code165Gescom 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)No460.9460.94.0FalseNoneNoneFalseNoneFalse1843.60
3633503132159NoneElec code166Gescom SR/11KV Labour/51/5.03.Fixing of V-Shape/Horizontal cross arm including Single Top Support Brace and Insulator fixingNo318.42318.424.0FalseNoneNoneFalseNoneFalse1273.680
3633504132159NoneElec code167Gescom SR/SSM 11KV/47/6.01.11 kV Ceramic Pin Insulator (Shell only)No102.83102.8312.0FalseNoneNoneFalseNoneFalse1233.960
3633505132159NoneElec code168Gescom SR/SSM 11KV/55/6.09.DISC Insulator 45 kN PorcelainNo631.89631.8912.0FalseNoneNoneFalseNoneFalse7582.680
3633506132159NoneElec code169Gescom SR/SSM 11KV/166/24.01.11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018)No11708.5511708.551.0FalseNoneNoneFalseNoneFalse11708.550
3633507132159NoneElec code170Gescom SR/11KV Labour/97/13.02.Fixing of GOS including wiring (11 kV Single Break 200 Amps)No1367.851367.851.0FalseNoneNoneFalseNoneFalse1367.850
3633508132159NoneElec code171Gescom 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 InsulatorNo2106.32106.33.0FalseNoneNoneFalseNoneFalse6318.90
3633509132159NoneElec code172Gescom 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)No329.57329.573.0FalseNoneNoneFalseNoneFalse988.710
3633510132159NoneElec code173Gescom 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)Set1139.881139.881.0FalseNoneNoneFalseNoneFalse1139.880
3633511132159NoneElec code174Gescom SR/11KV Labour/101/13.06.Fixing of 3 Nos Lightning Arrestor including wiringSet147.44147.441.0FalseNoneNoneFalseNoneFalse147.440
3633512132159NoneElec code175Gescom 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)Set1324.491324.491.0FalseNoneNoneFalseNoneFalse1324.490
3633513132159NoneElec code176Gescom SR/11KV Labour/96/13.01.Fixing DOLO Cutout/Horn Gap Fuse including fixing of cross arm and wiringSet293.64293.641.0FalseNoneNoneFalseNoneFalse293.640
3633514132159NoneElec code177Gescom SR/SSM 11KV/59/7.02.Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt. 214 Kg/KMKm57283.9257283.920.2FalseNoneNoneFalseNoneFalse11456.7840
3633515132159NoneElec code17815.111.Supplying of four bucket stand alongwith buckets. CompleteNo2292.152292.152.0FalseNoneNoneFalseNoneFalse4584.30
3633516132159NoneElec code17915.117.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.No2354.12354.12.0FalseNoneNoneFalseNoneFalse4708.20
3633517132159NoneElec code18015.113.Supplying of Hand gloves. completePair1208.021208.022.0FalseNoneNoneFalseNoneFalse2416.040
3633518132159NoneElec code18115.114.Supplying of first aid box. completeNo743.4743.42.0FalseNoneNoneFalseNoneFalse1486.80
3633519132159NoneElec code18215.116.Supplying of FIRST AID CHART with lamination. CompleteNo495.6495.62.0FalseNoneNoneFalseNoneFalse991.20
3633520132159NoneElec code183Ges SR/SSM 11KV/593/68.17.Caution/Danger BoardNo185.85185.856.0FalseNoneNoneFalseNoneFalse1115.10
3633521132159NoneElec code18421-22/Vol-4/Part-B/Liftrrigation/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.Sqm1704.861704.8624.0FalseNoneNoneFalseNoneFalse40916.640
3633522132159NoneElec code1855.20.2.Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.No5648.65648.61.0FalseNoneNoneFalseNoneFalse5648.60
3633523132159NoneElec code186Do- 63 Amps 4 pole (5.20.3)No6514.666514.661.0FalseNoneNoneFalseNoneFalse6514.660
3633524132159NoneElec code187Supplying 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 &NNo1888.231888.2310.0FalseNoneNoneFalseNoneFalse18882.30
3633525132159NoneElec code188Do- 8way SP &N.(5.19.8) Double door.No2297.12297.12.0FalseNoneNoneFalseNoneFalse4594.20
3633526132159NoneElec code189Do- 12way SP &N. (5.19.9) Double door.No2885.632885.632.0FalseNoneNoneFalseNoneFalse5771.260
3633527132159NoneElec code1905.29.Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter.No1765.571765.571.0FalseNoneNoneFalseNoneFalse1765.570
3633528132159NoneElec code191Supplying, fixing and wiring 50/5Amps to 400/5 Amps 5VA burden current transformer. 0.5 accuracy. (5.34)No696.31696.316.0FalseNoneNoneFalseNoneFalse4177.860
3633529132159NoneElec code192Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v AC 50Hz 12/24v DC (5.38)No638.08638.086.0FalseNoneNoneFalseNoneFalse3828.480
3633530132159NoneElec code193PWD 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.Kg168.5168.5200.0FalseNoneNoneFalseNoneFalse33700.00
3633531132159NoneElec code19412.57.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.12.57No5273.185273.184.0FalseNoneNoneFalseNoneFalse21092.720
3633532132159NoneElec code195Gescom SR/SSM 11KV/61/8.02.8 SWG GI Wire (4.064 mm Dia), Std Wt. 131 Kg/KMKm92974.5692974.560.04FalseNoneNoneFalseNoneFalse3718.98240
3633533132159NoneElec code196Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.25x3mm GI strip 12.58.1Mtr101.59101.5920.0FalseNoneNoneFalseNoneFalse2031.80
3633534132159NoneElec code197Gescom 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)Km221747.54221747.540.3FalseNoneNoneFalseNoneFalse66524.2620
3633535132159NoneElec code198Gescom 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 SqmmKm38581.2238581.220.3FalseNoneNoneFalseNoneFalse11574.3660
3633536132159NoneElec code199Vol 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 1Cum126.37126.3799.0FalseNoneNoneFalseNoneFalse12510.630
3633537132159NoneElec code200Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes.6.17.1 (2019-20 SR)No3.713.7160.0FalseNoneNoneFalseNoneFalse222.60
3633538132159NoneElec code201Do- 2.5 sqmm. (6.17.2)No4.954.9580.0FalseNoneNoneFalseNoneFalse396.00
3633539132159NoneElec code202Do- 4.0 sqmm. (6.17.3)No8.678.6723.0FalseNoneNoneFalseNoneFalse199.410
3633540132159NoneElec code203Do- 6 sqmm. (6.17.4)No8.678.6724.0FalseNoneNoneFalseNoneFalse208.080
3633541132159NoneElec code204Do- 10sqmm.(6.17.5)No9.919.9124.0FalseNoneNoneFalseNoneFalse237.840
3633542132159NoneElec code205Do- 16 sqmm. (6.17.6)No15.4115.4112.0FalseNoneNoneFalseNoneFalse184.920
3633543132159NoneElec code206Do- 50 sqmm Long Barrel. (6.17.9)No74.3474.3416.0FalseNoneNoneFalseNoneFalse1189.440
3633544132159NoneElec code207Vol 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.No6757.56757.54.0FalseNoneNoneFalseNoneFalse27030.00
3633545132159NoneElec code208Vol 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 110mmRmtr509.22509.22142.0FalseNoneNoneFalseNoneFalse72309.240
3633546132159NoneElec code209Vol 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.Cum7915.977915.972.7FalseNoneNoneFalseNoneFalse21373.1190
3633547132159NoneElec code210Gescom 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)Each2948.822948.821.0FalseNoneNoneFalseNoneFalse2948.820
3633548132159NoneElec code2114.1.1.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 32No19204.519204.512.0FalseNoneNoneFalseNoneFalse230454.00
3633549132159NoneElec code21212.8.4 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 morethan 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire morethan IK08. Power Factor morethan0.9 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 Efficiencymorethan130lm/w, nominal CRI morethan75. 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 WattsNo10977.5410977.5412.0FalseNoneNoneFalseNoneFalse131730.480
3633550132159NoneElec code213Gescom 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)Km98168.4498168.440.4FalseNoneNoneFalseNoneFalse39267.3760
3633551132159NoneElec code214Gescom 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 SqmmKm25877.7525877.750.4FalseNoneNoneFalseNoneFalse10351.10
3633552132159NoneElec code215Vol 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 1Cum126.37126.37120.0FalseNoneNoneFalseNoneFalse15164.40
3633553132159NoneElec code216Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes.6.17.5 (2019-20 SR)10sqmm.No9.919.9180.0FalseNoneNoneFalseNoneFalse792.80
3633554132159NoneElec code217Vol 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 110mmMtr509.22509.22120.0FalseNoneNoneFalseNoneFalse61106.40
3633555132159NoneElec code21811.1.Supplying & fixing - flexible LED Strip Light ..... W Power consumption in 5 ms length CCT6500 degree K, CRImorethan 70Percentage. efficacy morethan80 lumen per W, lifemorethan 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver non integrated, with PF morethan 0.95, power loss shouldLess than 5Percentage of lamp Wage., 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 V. BIS Approved with 2 years Warranty against any manufacturing defect working under standard electrical condition.Rmtr1599.541599.54239.0FalseNoneNoneFalseNoneFalse382290.060
3633556132159NoneElec code2193.8.Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc, and fixing on existing wooden or metal box using N.F. screws (Unit Sqcm)Sqm0.50.5160000.0FalseNoneNoneFalseNoneFalse80000.00
3633557132159NoneElec code220PWD SR/2023-24/Vol-II/Material Components/A-12/ii/23.Aluminium Composite of approved colour straight portion.Sqm3717.03717.016.0FalseNoneNoneFalseNoneFalse59472.00
3633558132159NoneElec code221PWD SR/2023-24/Vol-II/7.64.1.1.Aluminium fluted strips 3.15 mm thick.150 mm wide (but used 50 mm wide hence Rs.557/3=185.66 taken)Rmtr230.02230.02120.0FalseNoneNoneFalseNoneFalse27602.40
3633559132159NoneElec code222PWD SR/2023-24/Vol-II/10.15.1.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 ( 2 hrs 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., completeCum4942.374942.3712.0FalseNoneNoneFalseNoneFalse59308.440
3633560132159NoneElec code2235.41.4.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.50 x 100 x 50 x 6 mm C channel (but used 25x50 mm square pipe) hence 0.65 takenMtr608.84608.8436.0FalseNoneNoneFalseNoneFalse21918.240
3633561132159NoneElec code2245.47.Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.) 3-120sec setting.Each2868.282868.282.0FalseNoneNoneFalseNoneFalse5736.560
3633562132159NoneElec code2255.13.2.Supply and fixing of 3pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947.40 AEach2797.662797.661.0FalseNoneNoneFalseNoneFalse2797.660
3633563132159NoneElec code2265.13.3.Supply and fixing of 3pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947.60 AEach7372.057372.051.0FalseNoneNoneFalseNoneFalse7372.050
3633564132159NoneElec code227PWD SR/2023-24/Vol-I/A-40/77.Mild Steel Tubes 14 guage 1inch x 1inch squire pipeKg74.3474.34300.0FalseNoneNoneFalseNoneFalse22302.00
3633565132159NoneElec code228PWD SR/2023-24/Vol-III/8.7/801.Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC.67.2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawingSqm11163.3911163.398.2FalseNoneNoneFalseNoneFalse91539.7980
3633566132159NoneElec code229PWD SR/2023-24/Vol-II/11.28.Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Kg700.03700.03120.0FalseNoneNoneFalseNoneFalse84003.60
3633567132159NoneElec code230PWD SR/2023-24/Vol-III/8.43.Supplying and Fixing of Molded Shank Raised Pavement Markers / Catfeets Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than19 +/- 2 mm and height not less than30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be bydrilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as per manufacturerfeets recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.Each452.23452.2370.0FalseNoneNoneFalseNoneFalse31656.10
3633568132159NoneElec code231PWD SR/2023-24/Vol-III/8.45.Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 cm2 on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and coreshell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process.The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806Each3593.13593.110.0FalseNoneNoneFalseNoneFalse35931.00
3633569132159NoneElec code232PWD SR/2023-24/Vol-III/8.15.Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC.35.2015.The finished surface to be level,uniform and free from streaks and holes.Sqm656.67656.67100.0FalseNoneNoneFalseNoneFalse65667.00
3633570132159NoneElec code233PWD SR/2023-24/Vol-III/8.53.Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99.2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge.Rmtr1115.11115.146.0FalseNoneNoneFalseNoneFalse51294.60
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17220670470000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17220670470000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17220670470000NoneNoneELIGIBILITYBidders 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
17220670470000NoneNoneELIGIBILITYIt 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
17220670470000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17220670770000NoneNoneELIGIBILITYShould be a valid Class-I Civil Contractor registered in Karnataka CPWD/MES/KPWD Upload Registration Certificate for the block period 2020-25.None
17220670960000NoneNoneELIGIBILITYShould have successfully completed at least one work of similar nature of building work, costing not less than Rs. 182.50 lakhs (Rs. one hundred eighty two lakh & fifty thousand) 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
17220677700000NoneNoneELIGIBILITYExecuted 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 486.00 Cum, Mild/TMT Steel work 56.72 MT, Brick Masonry 128.00 Cum, Flooring work 430.00 Sqm, M.S Grill 1163.00 Kg, M-30/ M-40 RCC Rigid Pavement concrete 264.00 Cum, Structural Steel 4755.00 Kg, Precoated Galvanised iron profile Sheets 271.12 Sqm, Rolling shutters 80.00 Sqm, Stone work Machine cut edges For wall lining Veneer work 28.00 Sqm, Burried Expansion Joint 96.00 Rmt, Floating coat cement plaster136.00 Sqm, Red oxide flooring 40 mm thick 88.00 Sqm, Storage unit wooden one side laminate 2.00 Nos, Laboratory Sink 2.00 Nos, Traffic signs boards 6.56 Sqm, Moulded shank raised Pavement markers/cats eye 56.00 Nos, Road marking with Hot applied thermoplastic compound 80.00 Sqm, Providing & fixing polymer rubberised Speed retardors/ Breakers 36.80 Rmt, certificate issued from the competent authority not below the rank of Executive Engineer in case of Govt., / Public Sectors under takingsNone
17220677860000NoneNoneELIGIBILITYShould have achieved a Annual Financial Turnover of Rs. 730.00 Lakhs (Rs. Seven hundred thirty 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
17220678290000NoneNoneELIGIBILITYTo 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. 109.50 Lakhs (Rs.Onc crore ninty five thousand )- 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
17220680360000NoneNoneELIGIBILITYTo 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 Equal ( (A X N x 1.5) - B) Where A Equal 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 Equal Value at 2022-23 price level of existing commitments and ongoing works to be completed during the next two years.N Equal Number of years prescribed for completion of the work for which tender is invited. 1.5 Equal 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
17220680490000NoneNoneELIGIBILITYPerformance 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
17220680590000NoneNoneELIGIBILITYEstimated Rates inclusive of all applicable taxes including GST.None
17220680660000NoneNoneELIGIBILITYThe bidder shall quote their rates inclusive of all applicable taxes and inclusive of GST.None
17220680770000NoneNoneELIGIBILITYGST will not be paid separately. It is added in the individual items rates.None
17220680960000NoneNoneELIGIBILITYRemaining all terms and conditions as per tender requirements.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)NoneNone
NoneNoneNoneNoneSatisfactoriy 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)NoneNone
NoneNoneNoneNoneExecuted in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)NoneNone
NoneNoneNoneNoneTenderer 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 yearNoneNone
NoneNoneNoneNoneTenderer 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 yearNoneNone
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)NoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification 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 awardedNoneNone
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNoneShould be a valid Class-I Civil Contractor registered in Karnataka CPWD/MES/KPWD.OthersRegistration Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Upload Registration Certificate for the block period 2020-25.
NoneNoneNoneNoneShould have successfully completed at least one work of similar nature of building work, costing not less than Rs. 182.50 lakhs (Rs. one hundred eighty two lakh & fifty thousand) 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.OthersWorkdone Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Certificate of completion issued by an officer not below the rank of Executive Engineer, in case of Govt., / Public Sectors under takings.
NoneNoneNoneNoneExecuted 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 486.00 Cum, Mild/TMT Steel work 56.72 MT, Brick Masonry 128.00 Cum, Flooring work 430.00 Sqm, M.S Grill 1163.00 Kg, M-30/ M-40 RCC (Rigid Pavement concrete) 264.00 Cum, Structural Steel 4755.00 Kg, Precoated Galvanised iron profile Sheets 271.12 Sqm, Rolling shutters 80.00 Sqm, Stone work (Machine cut edges) For wall lining (Veneer work) 28.00 Sqm, Burried Expansion Joint 96.00 Rmt, Floating coat cement plaster136.00 Sqm, Red oxide flooring 40 mm thick 88.00 Sqm, Storage unit wooden one side laminate 2.00 Nos, Laboratory Sink 2.00 Nos, Traffic signs boards 6.56 Sqm, Moulded shank raised Pavement markers/cats eye 56.00 Nos, Road marking with Hot applied thermoplastic compound 80.00 Sqm, Providing & fixing polymer rubberised Speed retardors/ Breakers 36.80 Rmt certificate issued from the competent authority not below the rank of Executive Engineer in case of Govt., / Public Sectors under takingsOthersWorkdone Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- certificate issued from the competent authority not below the rank of Executive Engineer in case of Govt., / Public Sectors under takings
NoneNoneNoneNoneShould have achieved a Annual Financial Turnover of Rs. 730.00 Lakhs (Rs. Seven hundred thirty 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.OthersAnnual Financial Turnover
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Documents should be attach as per tender Notification (Tender Notification is attached)
NoneNoneNoneNoneTo 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. 109.50 Lakhs (Rs.Onc crore ninty five thousand )- 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)OthersLiquid assets
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Documents should be attach as per tender Notification (Tender Notification is attached)
NoneNoneNoneNoneTo 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 Equal ( (A X N x 1.5) - B) Where A Equal 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 Equal Value at 2022-23 price level of existing commitments and ongoing works to be completed during the next two years.N Equal Number of years prescribed for completion of the work for which tender is invited. 1.5 Equal 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 )OthersTender capacity
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Documents should be attach as per tender Notification (Tender Notification is attached)
NoneNoneNoneNoneWithin 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)OthersPerformance security for unbalance Rates
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Documents should be attach as per tender Notification (Tender Notification is attached)
NoneNoneNoneNoneNotification attached.OthersAll documents should be attach as per tender Notification (Tender Notification is attached)
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Documents should be attach as per tender Notification (Tender Notification is attached)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
All documents should be attach as per tender Notification Tender Notification is attachedTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1722069698000
version0
createdDateNone
modifiedDateNone
blockNumberCE DIVSION KALABURAGI.
streetNone
cityKalaburagi
stateKarnataka
pin585102
tenderRecallDTONone