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publishedDate31-08-2024 18:53:25
publishedByPostRWSSD_EE_DIV_BNGR
publishedByUserKPE11489 - K.S.SRIKANTH
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titleConstruction of 10 TPD Material Recovery Facility (MRF) Centre at Kadanur Grama Panchayath, Doddaballapura Taluk. Bangalore Rural District.
descriptionConstruction of 10 TPD Material Recovery Facility (MRF) Centre at Kadanur Grama Panchayath, Doddaballapura Taluk. Bangalore Rural District.
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17250133140000NoneNoneBuildingsConstruction of 10 TPD Material Recovery Facility (MRF) Centre at Kadanur Grama Panchayath, Doddaballapura Taluk. Bangalore Rural District.15309355.02
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3886992149355Nonecode01Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.As per Technical specification and Direction of Engineer incharge of the Work.Cum575.0575.01589.88FalseNoneNoneFalseNoneFalse914181.00
3886993149355Nonecode02Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m.As per Technical specification and Direction of Engineer incharge of the Work.Cum102.0102.0218.14FalseNoneNoneFalseNoneFalse22250.280
3886994149355Nonecode03Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete .sAs per Technical specification and Direction of Engineer incharge of the Work.Sqm118.0118.0819.731FalseNoneNoneFalseNoneFalse96728.2580
3886995149355Nonecode04Providing 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 ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates.As per Technical specification and Direction of Engineer incharge of the Work.Cum5664.05664.0145.78FalseNoneNoneFalseNoneFalse825697.920
3886996149355Nonecode05Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) . including cost of material, labour, usage charges complete .s. As per Technical specification and Direction of Engineer incharge of the Work.Cum6389.06389.077.0067FalseNoneNoneFalseNoneFalse491995.80630
3886997149355Nonecode06Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar worksetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to50 m and lift upto 1.5 m.As per Technical specification and Direction of Engineer incharge of the Work.Cum266.0266.0359.32FalseNoneNoneFalseNoneFalse95579.120
3886998149355Nonecode07Providing 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, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(The cost of steel reinforcement & formwork to be paid separately).As per Technical specification and Direction of Engineer incharge of the Work.Cum6336.06336.062.532FalseNoneNoneFalseNoneFalse396202.7520
3886999149355Nonecode08Providing 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement, dowel bars & formwork to be paid separately) As per Technical specification and Direction of Engineer incharge of the Work.Cum6843.06843.03.802FalseNoneNoneFalseNoneFalse26017.0860
3887000149355Nonecode09Providing Removing of Foundations, footings bases of columns Shuttering & Form Work etc., complete. 8 Percentage on finished rate of concrete per m3(rate 6521.55x 8% = 532.22 )As per Technical specification and Direction of Engineer incharge of the Work.Sqm532.22532.2287.12FalseNoneNoneFalseNoneFalse46367.00640
3887001149355Nonecode10Providing Removing of vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, Shuttering & Form Work etc., complete. 20 Percentage on finished rate of concrete per m3 (rate 6794.55x 20% = 1437.03 )As per Technical specification and Direction of Engineer incharge of the Work.Sqm1437.031437.0318.234FalseNoneNoneFalseNoneFalse26202.805020
3887002149355Nonecode11Providing 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 .s. (The laps and wastages shall not be measured separately)As per Technical specification and Direction of Engineer incharge of the Work.Kg84.084.07074.39FalseNoneNoneFalseNoneFalse594248.760
3887003149355Nonecode12Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding.As per Technical specification and Direction of Engineer incharge of the Work.Sqm1310.01310.0678.99FalseNoneNoneFalseNoneFalse889476.90
3887004149355Nonecode13Providing 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.As per Technical specification and Direction of Engineer incharge of the Work.Sqm295.0295.0850.54FalseNoneNoneFalseNoneFalse250909.30
3887005149355Nonecode14Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete .s and as per directions of Engineer-in-charge.As per Technical specification and Direction of Engineer incharge of the Work.Sqm354.0354.0874.772FalseNoneNoneFalseNoneFalse309669.2880
3887006149355Nonecode15Finishing 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 .s and as per directions of Engineer-in-charges.As per Technical specification and Direction of Engineer incharge of the Work.Sqm89.089.0874.772FalseNoneNoneFalseNoneFalse77854.7080
3887007149355Nonecode16Providing 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 .s and as per directions of Engineer in charge.(Internal Walls) As per Technical specification and Direction of Engineer incharge of the Work.Sqm100.0100.0850.54FalseNoneNoneFalseNoneFalse85054.00
3887008149355Nonecode17Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work .s and as per directions of Engineer in charge. (Internal Painting)As per Technical specification and Direction of Engineer incharge of the Work.Sqm82.082.0850.54FalseNoneNoneFalseNoneFalse69744.280
3887009149355Nonecode18Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete .s and as per directions of the Engineer-in-Charge.As per Technical specification and Direction of Engineer incharge of the Work.Sqm4478.04478.05.04FalseNoneNoneFalseNoneFalse22569.120
3887010149355Nonecode19Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance Variation of 1mm), with wall thickness 2.0 mm (Variation of 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (Variation of 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer. 48x40 mm PVC Extruded section As per Technical specification and Direction of Engineer incharge of the Work.Rmtr198.0198.010.5FalseNoneNoneFalseNoneFalse2079.00
3887011149355Nonecode20Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm to 2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) As per Technical specification and Direction of Engineer incharge of the Work.Sqm6245.06245.014.7FalseNoneNoneFalseNoneFalse91801.50
3887012149355Nonecode21Providing 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 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete .s and as per directions of the Engineer-in-Charge.As per Technical specification and Direction of Engineer incharge of the Work.Sqm988.0988.02.88FalseNoneNoneFalseNoneFalse2845.440
3887013149355Nonecode22Providing 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 .s.As per Technical specification and Direction of Engineer incharge of the Work.Kg489.0489.01199.28FalseNoneNoneFalseNoneFalse586447.920
3887014149355Nonecode23Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete .s and as per directions of the Engineer-in-Charge.As per Technical specification and Direction of Engineer incharge of the Work.Sqm912.0912.019.2FalseNoneNoneFalseNoneFalse17510.40
3887015149355Nonecode24Providing 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. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete .s and as per directions of the Engineer-in-Charge. As per Technical specification and Direction of Engineer incharge of the Work.Kg122.0122.036000.0FalseNoneNoneFalseNoneFalse4392000.00
3887016149355Nonecode25Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete .s and as per directions of the Engineer-in-Charge.As per Technical specification and Direction of Engineer incharge of the Work.Kg183.0183.0840.0FalseNoneNoneFalseNoneFalse153720.00
3887017149355Nonecode26Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, 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 .s and as per directions of the Engineer-in-Charge.As per Technical specification and Direction of Engineer incharge of the Work.Kg113.0113.0417.69FalseNoneNoneFalseNoneFalse47198.970
3887018149355Nonecode27Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to 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 as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m². As per Technical specification and Direction of Engineer incharge of the Work.Sqm879.0879.01298.023FalseNoneNoneFalseNoneFalse1140962.2170
3887019149355Nonecode28Providing and fixing Ricron Panel: 18mm thick including cost of materials, labour complete .s and as per directions of Engineer in-charge.As per Technical specification and Direction of Engineer incharge of the Work.Sqm1517.01517.07.199FalseNoneNoneFalseNoneFalse10920.8830
3887020149355Nonecode29Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge.As per Technical specification and Direction of Engineer incharge of the Work.Sqm6666.06666.0242.73FalseNoneNoneFalseNoneFalse1618038.180
3887021149355Nonecode30VDF ChargesAs per Technical specification and Direction of Engineer incharge of the Work.Sqm150.0150.0242.73FalseNoneNoneFalseNoneFalse36409.50
3887022149355Nonecode31Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand),jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 1000x1000 mm.As per Technical specification and Direction of Engineer incharge of the Work.Sqm1864.01864.0402.0FalseNoneNoneFalseNoneFalse749328.00
3887023149355Nonecode32Providing 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 @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.As per Technical specification and Direction of Engineer incharge of the Work.Sqm1076.01076.030.0FalseNoneNoneFalseNoneFalse32280.00
3887024149355Nonecode33Providing 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 .s.As per Technical specification and Direction of Engineer incharge of the Work.Sqm1392.01392.088.8FalseNoneNoneFalseNoneFalse123609.60
3887025149355Nonecode34Supplying 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 complete, 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. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete .s and as per directions of the Engineer-in-Charge. As per Technical specification and Direction of Engineer incharge of the Work.Sqm2633.02633.028.0FalseNoneNoneFalseNoneFalse73724.00
3887026149355Nonecode35Extra for providing 2 HP Mild Steel Auto Reverse Shutter Gearbox for operating rolling shutters including cost of materials, labour, usage charges of machinery complete As per Technical specification and Direction of Engineer incharge of the Work.Each24686.024686.02.0FalseNoneNoneFalseNoneFalse49372.00
3887027149355Nonecode36Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete.As per Technical specification and Direction of Engineer incharge of the Work.Kgs140.0140.040.0FalseNoneNoneFalseNoneFalse5600.00
3887028149355Nonecode37Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:As per Technical specification and Direction of Engineer incharge of the Work.Each4884.04884.02.0FalseNoneNoneFalseNoneFalse9768.00
3887029149355Nonecode38Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps:As per Technical specification and Direction of Engineer incharge of the Work.Each3082.03082.02.0FalseNoneNoneFalseNoneFalse6164.00
3887030149355Nonecode39Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.As per Technical specification and Direction of Engineer incharge of the Work.Ltr9.09.05000.0FalseNoneNoneFalseNoneFalse45000.00
3887031149355Nonecode40Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as 32 mm nominal dia Pipes, 25 mm nominal dia Pipes &20 mm nominal dia Pipes 32mm diaAs per Technical specification and Direction of Engineer incharge of the Work.Rmtr400.0400.0290.0FalseNoneNoneFalseNoneFalse116000.00
3887032149355Nonecode41Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as 32 mm nominal dia Pipes, 25 mm nominal dia Pipes &20 mm nominal dia Pipes 25mm diaAs per Technical specification and Direction of Engineer incharge of the Work.Rmtr318.0318.0180.0FalseNoneNoneFalseNoneFalse57240.00
3887033149355Nonecode42Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as 32 mm nominal dia Pipes, 25 mm nominal dia Pipes &20 mm nominal dia Pipes 20mm diaAs per Technical specification and Direction of Engineer incharge of the Work.Rmtr242.0242.0260.0FalseNoneNoneFalseNoneFalse62920.00
3887034149355Nonecode43Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restsAs per Technical specification and Direction of Engineer incharge of the Work.Each4884.04884.06.0FalseNoneNoneFalseNoneFalse29304.00
3887035149355Nonecode44Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cisternAs per Technical specification and Direction of Engineer incharge of the Work.Each4454.04454.04.0FalseNoneNoneFalseNoneFalse17816.00
3887036149355Nonecode45Providing 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 : Single half stall urinal with 5 litre P.V.C. automatic flushing cisternAs per Technical specification and Direction of Engineer incharge of the Work.Each8642.08642.05.0FalseNoneNoneFalseNoneFalse43210.00
3887037149355Nonecode46Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar tapsAs per Technical specification and Direction of Engineer incharge of the Work.Each3082.03082.07.0FalseNoneNoneFalseNoneFalse21574.00
3887038149355Nonecode47Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendmentsAs per Technical specification and Direction of Engineer incharge of the Work.Each3082.03082.06.0FalseNoneNoneFalseNoneFalse18492.00
3887039149355Nonecode481.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) 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) As per Technical specification and Direction of Engineer incharge of the Work.Km178973.0178973.01.0FalseNoneNoneFalseNoneFalse178973.00
3887040149355Nonecode49Laying 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 SqmmAs per Technical specification and Direction of Engineer incharge of the Work.Km31139.031139.01.0FalseNoneNoneFalseNoneFalse31139.00
3887041149355Nonecode50Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. I - Single Door 4 Way SP and NAs per Technical specification and Direction of Engineer incharge of the Work.No1241.01241.04.0FalseNoneNoneFalseNoneFalse4964.00
3887042149355Nonecode51Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. III - Double Door 4 Way TP and NAs per Technical specification and Direction of Engineer incharge of the Work.No1400.01400.04.0FalseNoneNoneFalseNoneFalse5600.00
3887043149355Nonecode52Supplying,fixing and wiring Residual current circuit breaker(RCCB)240/450V upto 300mA sensitivity on existing wood/ panel board 63 A 4 PoleAs per Technical specification and Direction of Engineer incharge of the Work.No5545.05545.04.0FalseNoneNoneFalseNoneFalse22180.00
3887044149355Nonecode53Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A DPAs per Technical specification and Direction of Engineer incharge of the Work.No3082.03082.04.0FalseNoneNoneFalseNoneFalse12328.00
3887045149355Nonecode54Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 40 A TPNAs per Technical specification and Direction of Engineer incharge of the Work.No3044.03044.05.0FalseNoneNoneFalseNoneFalse15220.00
3887046149355Nonecode55Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25mm dia 2 mm thickAs per Technical specification and Direction of Engineer incharge of the Work.Rmtr78.078.0300.0FalseNoneNoneFalseNoneFalse23400.00
3887047149355Nonecode56Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 32mm dia 2.5 mm thickAs per Technical specification and Direction of Engineer incharge of the Work.Rmtr103.0103.0300.0FalseNoneNoneFalseNoneFalse30900.00
3887048149355Nonecode57Supplying PVC 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 300 mm using NF screws and on either end of the pipe terminated completely. 25mmAs per Technical specification and Direction of Engineer incharge of the Work.Rmtr22.022.080.0FalseNoneNoneFalseNoneFalse1760.00
3887049149355Nonecode58Supplying PVC 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 300 mm using NF screws and on either end of the pipe terminated completely. 32mmAs per Technical specification and Direction of Engineer incharge of the Work.Rmtr29.029.0110.0FalseNoneNoneFalseNoneFalse3190.00
3887050149355Nonecode59Wiring 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-694:2010 1.5mm2As per Technical specification and Direction of Engineer incharge of the Work.Rmtr26.026.0250.0FalseNoneNoneFalseNoneFalse6500.00
3887051149355Nonecode60Wiring 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-694:2010 2.5mm2As per Technical specification and Direction of Engineer incharge of the Work.Rmtr42.042.0400.0FalseNoneNoneFalseNoneFalse16800.00
3887052149355Nonecode61Wiring 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-694:2010 4mm2As per Technical specification and Direction of Engineer incharge of the Work.Rmtr63.063.0350.0FalseNoneNoneFalseNoneFalse22050.00
3887053149355Nonecode62Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 and 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 Efficiencygreater than 1301m/w, nominal CRI greater than 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI and any Government certified agency & Design and 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 and Cree/Nichia/ Lumileds/Osram make LED Source. 70 WAs per Technical specification and Direction of Engineer incharge of the Work.Each6768.06768.06.0FalseNoneNoneFalseNoneFalse40608.00
3887054149355Nonecode63Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wiresAs per Technical specification and Direction of Engineer incharge of the Work.Each162.0162.05.0FalseNoneNoneFalseNoneFalse810.00
3887055149355Nonecode64Supply 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 at Lumen Maintenance of 70precentage, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K, IP66 optical and electrical compartment and impact resistance of complete luminaire greater than IK08. Power Factor greater than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting 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 and 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 Efficiency greater than 1301m/w, nominal CRI greater than 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI and any Government certified agency and Design and 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 and Cree / Nichia / Lumileds / Osram make LED Source 40 WAs per Technical specification and Direction of Engineer incharge of the Work.Each4024.04024.011.0FalseNoneNoneFalseNoneFalse44264.00
3887056149355Nonecode65Fixing charges of post top/ Gate/ Garden fitting /LED on the existing CI/ GI or any other pipe using required size of reducer, wiring using suitable wiresAs per Technical specification and Direction of Engineer incharge of the Work.Each198.0198.04.0FalseNoneNoneFalseNoneFalse792.00
3887057149355Nonecode66Supplying and Fixing of........mm dia class A GI pipe bracket upto 2ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or railor RCC pole/ wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires Using 32mm dia G.I.PipeAs per Technical specification and Direction of Engineer incharge of the Work.Each1045.01045.06.0FalseNoneNoneFalseNoneFalse6270.00
3887058149355Nonecode67Supplying and fixing surface/ flush mounting unbreakable PVC modular boxe suitable for mounting modular switch plate swith due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete 8 WayAs per Technical specification and Direction of Engineer incharge of the Work.Each219.0219.02.0FalseNoneNoneFalseNoneFalse438.00
3887059149355Nonecode68Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos.of machine screws, bolts nut setc.,complete on the existing metal/ PVC box 8 WayAs per Technical specification and Direction of Engineer incharge of the Work.Each219.0219.02.0FalseNoneNoneFalseNoneFalse438.00
3887060149355Nonecode69Supplying And fixing/replacing of 6/16/32A electricalaccessories on existing switch board 6A SP SwitchAs per Technical specification and Direction of Engineer incharge of the Work.Each55.055.05.0FalseNoneNoneFalseNoneFalse275.00
3887061149355Nonecode70Supplying And fixing/replacing of 6/16/32A electricalaccessories on existing switch board 6A Three Way 5 pin SocketAs per Technical specification and Direction of Engineer incharge of the Work.Each115.0115.06.0FalseNoneNoneFalseNoneFalse690.00
3887062149355Nonecode71Supplying And fixing/replacing of 6/16/32A electricalaccessories on existing switch board 32 A Bakelite DPAs per Technical specification and Direction of Engineer incharge of the Work.Each232.0232.05.0FalseNoneNoneFalseNoneFalse1160.00
3887063149355Nonecode72Supplying, fixing, wiring, earth electrode for grounding conduits, I.C.cutout sand other equipment's on the meter board using 40mm dia 2.90 mm thick GI pipe 2.5 m long buried in a pit. The pit should be filled with equal proportion of salt and char coal 150 mm all-round the pipe to completed epth. 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, washer sand check nuts etc., the pipe shall have 16 through holes of 12 mm diaAs per Technical specification and Direction of Engineer incharge of the Work.Each3510.03510.05.0FalseNoneNoneFalseNoneFalse17550.00
3887064149355Nonecode73Supply of LED flood light luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of antiglare clear diffuser with Injection moulded polycarbonate/ clear glass material, delivering superior light output Rated life Burning Hrs 50000hr @Lumen Maintenance of 70%, CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection - Min 5KV along with Over voltageOverload LED Floodlight 100W.As per Technical specification and Direction of Engineer incharge of the Work.Each9486.09486.02.0FalseNoneNoneFalseNoneFalse18972.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17250133150000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17250133150000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17250133150000NoneNoneELIGIBILITYBidders 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
17250133150000NoneNoneELIGIBILITYIt 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
17250133150000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17250133310000NoneNoneELIGIBILITYAs per Tender Notification and KW4None
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
NoneNoneNoneNoneSatisfactorily completed, as Prime Contractor atleast one similar Building (Steel truss with RCC Column) work of value not less than Rs. 90.33 Lakhs. (not less than 50% of estimated value of contract)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted atleast any three of the following minimum quantities of works: Earthwork excavation of atleast 1735.00 Cum (not less than 80% of estimated volume as per DPR). Concrete work of atleast 365.00 Cum (not less than 80% of estimated volume as per DPR). Steel Truss work of atleast 29133.00 Kgs (not less than 80% of estimated volume as per DPR).Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Quantity Wise Work Done Certificate
NoneNoneNoneNoneTo qualify for this Tender, each Tenderer should have in the last five years i.e. from 2019-2020 to2023-2024. Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.361.30 Lakhs.((usually not less than two times the estimated annual payments under this contract) (The Consolidated Annual Financial turnover certificate for the relevant financial years certified by an ICAI registered Chartered Accountant along with UDIN number (also the audited financial statements for each of the financial years to be submitted). The certificate should be affixed with the seal of the office of the Chartered Accountant with the registration number and duly notarized by Notary Public.).Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid assets and/or availability of credit facilities of not less than Rs . 54.20 Lakhs(the equivalent of the estimated cash flow for three months in the peak construction period) through submission of unconditional Credit line/letter of credit/ certificates from banks for meeting the fund requirement etc.OthersLiquid assets
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
Line of CreditTrueTechnical Bid
Quantity Wise Work Done CertificateTrueTechnical Bid
Work Done CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1725101098000
version0
createdDateNone
modifiedDateNone
blockNumberO/o EE RDWSD Bangalore Rural, DC office Building, Devanahalli, Bangalore Rural
streetNone
cityDevanahalli
stateKarnataka
pin562110
tenderRecallDTONone