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titlePROPOSED CONSTRUCTION OF PREMETRIC ST- GIRLS HOSTEL BUILDING AT SHORAPUR TOWN, SHORAPUR TALUK, YADGIR DISTRICT (UNDER KKRDB MICRO (General) FOR THE YEAR 2023- 24)(YAD231523354)
descriptionPROPOSED CONSTRUCTION OF PREMETRIC ST- GIRLS HOSTEL BUILDING AT SHORAPUR TOWN, SHORAPUR TALUK, YADGIR DISTRICT (UNDER KKRDB MICRO (General) FOR THE YEAR 2023- 24)(YAD231523354)
categoryWORKS
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ecv32533693.02
deptNamePublic Works Department
statusPUBLISHED
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location1691
locationNamePWD Division Office Yadagiri
provisionalAmount38410000.0
groupOverheadTotal0.0
fileNumberPWD/SD/SHOR/KKRDB/MICRO/2023-24/10
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17079103550000NoneNoneBuildingsGROUND FLOOR9171775.17
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259001380540NoneDSR 2023-24 Vol-3 Item No. 2.5(a) Pg.No 7Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer.A In area of light jungle100 Sqm412.65412.652.76FalseNoneNoneFalseNoneFalse1138.9140
259001480540NoneDSR 2023-24 Vol-1 Item No.1.12 APg.No 8Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depthCum99.7599.75138.03FalseNoneNoneFalseNoneFalse13768.49250
259001580540NoneCSR 2023-24 Vol-1 It No.1.14.1 Page No. 8Earth 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, usageof machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 mCum107.1107.1525.24FalseNoneNoneFalseNoneFalse56253.2040
259001680540NoneCSR 2023-24 Vol-1 It No.2.1.2 Page No. 15Providing and laying in position Cement Concrete Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Cum5947.25947.276.75FalseNoneNoneFalseNoneFalse456447.60
259001780540NoneCSR 2023-24 Vol-2 It No.5.1.1 Page No. 9Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)Cum5891.555891.55113.13FalseNoneNoneFalseNoneFalse666511.05150
259001880540NoneCSR 2023-24 Vol-2 It No.5.4 Page No. 9Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6708.456708.4564.44FalseNoneNoneFalseNoneFalse432292.5180
259001980540NoneDSR 2023-24 Vol-1 Item No.2.2.3 Pg.No 15Providing 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). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6652.86652.8100.66FalseNoneNoneFalseNoneFalse669670.8480
259002080540NoneVol-I S R Sl No. 1 a Page No. 111Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Foundation upto Plinth a Isolated add 8%Cum532.22532.22100.66FalseNoneNoneFalseNoneFalse53573.26520
259002180540NoneCSR 2023-24 Vol-I It No.1.9 Page No. 7Filling 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.Cum279.3279.3340.97FalseNoneNoneFalseNoneFalse95232.9210
259002280540NoneCSR 2023-24 Vol-I It No2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6652.86652.824.23FalseNoneNoneFalseNoneFalse161197.3440
259002380540NoneVol-I S R Sl No. 9 Page No. 111Addendum I -Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70 PercentCum4656.964656.9624.23FalseNoneNoneFalseNoneFalse112838.14080
259002480540NoneCSR 2023-24 Vol-I It No.2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6652.86652.819.49FalseNoneNoneFalseNoneFalse129663.0720
259002580540NoneVol-I S R Sl No. 2 Pager No. 111Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Plinth Beams of Buildings add 50 PercentCum3326.43326.419.49FalseNoneNoneFalseNoneFalse64831.5360
259002680540NoneCSR 2023-24 Vol-I It No.2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6652.86652.830.73FalseNoneNoneFalseNoneFalse204440.5440
259002780540NoneVol-I S R Sl No. 14 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding RCC Beams, Lintels & Troughs of Aqueducts add 60 PercentCum3991.683991.6830.73FalseNoneNoneFalseNoneFalse122664.32640
259002880540NoneCSR 2023-24 Vol-I It No.2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6652.86652.844.98FalseNoneNoneFalseNoneFalse299242.9440
259002980540NoneVol-I S R Sl no. 15 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding FOR RCC Roof Slabs add 50 PercentCum3326.43326.435.76FalseNoneNoneFalseNoneFalse118952.0640
259003080540NoneCSR 2023-24 Vol-1 It No.2.11a Page No.18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for Building including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specificationt93929.8593929.8520.05FalseNoneNoneFalseNoneFalse1883293.49250
259003180540NoneCSR 2023-24 Vol-2 It No.6.7 Page No.13Providing 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 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.Cum8621.558621.55101.6FalseNoneNoneFalseNoneFalse875949.480
259003280540NoneVol-I I No. 2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6652.86652.80.74FalseNoneNoneFalseNoneFalse4923.0720
259003380540NoneVol-I S R Sl No. 19 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding FOR Chejjas, Canopy & Other Architectural projections of minor sections add 45 PercentCum2993.762993.760.74FalseNoneNoneFalseNoneFalse2215.38240
259003480540NoneVol-II I No. 6.12 Pege No. 14Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:3 (1 cement : 3 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.Cum1053.151053.1548.78FalseNoneNoneFalseNoneFalse51372.6570
259003580540NoneVol-II I No. 8.10 Page No. 43Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm221.55221.55202.72FalseNoneNoneFalseNoneFalse44912.6160
259003680540NoneVol-II I No. 8.1.1 Page No. 41Providing 12 mm cement plaster with cement mortar 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.Sqm267.75267.75857.56FalseNoneNoneFalseNoneFalse229611.690
259003780540NoneVol-II I No. 8.7 Page No. 42Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm384.3384.3266.11FalseNoneNoneFalseNoneFalse102266.0730
259003880540NoneVol-I I No. 8.51 Page No. 50Providing 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.Sqm105.0105.01060.28FalseNoneNoneFalseNoneFalse111329.40
259003980540NoneVol-II I No. 8.27 Page No. 45Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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.Sqm55.6555.651060.28FalseNoneNoneFalseNoneFalse59004.5820
259004080540NoneVol-II I No. 8.39 Page No. 48Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-chargeSqm133.35133.351060.28FalseNoneNoneFalseNoneFalse141388.3380
259004180540NoneVol-II I No. 8.29 Page No. 45Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/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-chargeSqm297.15297.15266.11FalseNoneNoneFalseNoneFalse79074.58650
259004280540NoneVol-II I No. 9.31 Page No. 64Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Sqm2189.252189.25199.77FalseNoneNoneFalseNoneFalse437346.47250
259004380540NoneVol-II I No. 9.39 Page No. 65Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.Sqm1521.451521.4580.54FalseNoneNoneFalseNoneFalse122537.5830
259004480540NoneVol-II I No. 9.11 Page No. 60Providing 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., completeSqm933.45933.4582.07FalseNoneNoneFalseNoneFalse76608.24150
259004580540NoneVol-II I No. 12.90 Page No. 110Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)Sqm7070.77070.728.08FalseNoneNoneFalseNoneFalse198545.2560
259004680540NoneVol-II I No. 12.57.2 Page No. 105Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 30 mm thick one side teak and one side commercialSqm3667.653667.6521.84FalseNoneNoneFalseNoneFalse80101.4760
259004780540NoneVol-II I No. 12.51 Page No. 104Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.No1066.81066.815.0FalseNoneNoneFalseNoneFalse16002.00
259004880540NoneVol-II I No. 12.13.1 Page No. 100Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.Cum103755.75103755.750.95FalseNoneNoneFalseNoneFalse98567.96250
259004980540NoneVol-II I No. 11.6.3 Page No. 78Supplying 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. 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.Sqm2388.752388.7516.0FalseNoneNoneFalseNoneFalse38220.00
259005080540NoneVol-II I No. 11.28 Page No. 85Providing 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.Kg593.25593.25180.0FalseNoneNoneFalseNoneFalse106785.00
259005180540NoneVol-II S R Sl no. 31 Page No. A-12Aluminium round shape handle (anodised AC 15) outer dia 100 mmNo63.063.030.0FalseNoneNoneFalseNoneFalse1890.00
259005280540NoneVol-II S R Sl No. 444 Page No. A-25Hold fastsNo52.552.530.0FalseNoneNoneFalseNoneFalse1575.00
259005380540NoneVol-II I No. 11.34 B Page No. 86Providing 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 openings /wooden frames with rawl plugs screws etc.Kg192.15192.15701.73FalseNoneNoneFalseNoneFalse134837.41950
259005480540NoneVol-II S R Sl no. 134 Page No. A-15Brass tower bolt (barrel type) 250x10 mmNo336.0336.030.0FalseNoneNoneFalseNoneFalse10080.00
259005580540NoneVol-II S R Sl No. 443 Page no. A-25hingesNo39.939.930.0FalseNoneNoneFalseNoneFalse1197.00
259005680540NoneVol-II I No. 22.15.3 Page No. 218Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 200mmNo315.0315.030.0FalseNoneNoneFalseNoneFalse9450.00
259005780540NoneVol-II I No. 10.1.1 Page No. 69Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of the slab upto 0.50 m2Sqm4206.34206.3141.21FalseNoneNoneFalseNoneFalse593971.6230
17079103550000NoneNoneBuildingsFIRST FLOOR5443205.52
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259005880541NoneCSR 2023-24 Vol-I It No2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6719.336719.3314.86FalseNoneNoneFalseNoneFalse99849.24380
259005980541NoneVol-I S R Sl No. 9 Page No. 111Addendum I -Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70 PercentCum4703.534703.5314.86FalseNoneNoneFalseNoneFalse69894.45580
259006080541NoneCSR 2023-24 Vol-I It No.2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6719.336719.3324.6FalseNoneNoneFalseNoneFalse165295.5180
259006180541NoneVol-I S R Sl No. 14 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding RCC Beams, Lintels & Troughs of Aqueducts add 60 PercentCum4031.64031.624.6FalseNoneNoneFalseNoneFalse99177.360
259006280541NoneCSR 2023-24 Vol-I It No.2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6719.336719.3344.98FalseNoneNoneFalseNoneFalse302235.46340
259006380541NoneVol-I S R Sl no. 15 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding FOR RCC Roof Slabs add 50 PercentCum3359.663359.6644.98FalseNoneNoneFalseNoneFalse151117.50680
259006480541NoneCSR 2023-24 Vol-1 It No.2.11a Page No.18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for Building including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specificationt94869.1594869.1511.19FalseNoneNoneFalseNoneFalse1061585.78850
259006580541NoneCSR 2023-24 Vol-2 It No.6.7 Page No.13Providing 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 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.Cum8707.768707.7699.59FalseNoneNoneFalseNoneFalse867205.81840
259006680541NoneVol-I I No. 2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6719.336719.330.74FalseNoneNoneFalseNoneFalse4972.30420
259006780541NoneVol-I S R Sl No. 19 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding FOR Chejjas, Canopy & Other Architectural projections of minor sections add 45 PercentCum3023.73023.70.99FalseNoneNoneFalseNoneFalse2993.4630
259006880541NoneVol-II I No. 6.12 Pege No. 14Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:3 (1 cement : 3 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.Cum1063.681063.6848.78FalseNoneNoneFalseNoneFalse51886.31040
259006980541NoneVol-II I No. 8.10 Page No. 43Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm223.76223.76203.93FalseNoneNoneFalseNoneFalse45631.37680
259007080541NoneVol-II I No. 8.1.1 Page No. 41Providing 12 mm cement plaster with cement mortar 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.Sqm270.43270.43867.77FalseNoneNoneFalseNoneFalse234671.04110
259007180541NoneVol-II I No. 8.7 Page No. 42Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm388.14388.14249.27FalseNoneNoneFalseNoneFalse96751.65780
259007280541NoneVol-I I No. 8.51 Page No. 50Providing 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.Sqm106.05106.051071.7FalseNoneNoneFalseNoneFalse113653.7850
259007380541NoneVol-II I No. 8.27 Page No. 45Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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.Sqm56.2156.211071.7FalseNoneNoneFalseNoneFalse60240.2570
259007480541NoneVol-II I No. 8.39 Page No. 48Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-chargeSqm134.68134.681071.7FalseNoneNoneFalseNoneFalse144336.5560
259007580541NoneVol-II I No. 8.29 Page No. 45Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/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-chargeSqm300.12300.12249.27FalseNoneNoneFalseNoneFalse74810.91240
259007680541NoneVol-II I No. 9.31 Page No. 64Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Sqm2211.142211.14213.09FalseNoneNoneFalseNoneFalse471171.82260
259007780541NoneVol-II I No. 9.39 Page No. 65Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.Sqm1536.661536.6679.06FalseNoneNoneFalseNoneFalse121488.33960
259007880541NoneVol-II I No. 12.90 Page No. 110Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)Sqm7141.417141.4127.9FalseNoneNoneFalseNoneFalse199245.3390
259007980541NoneVol-II I No. 12.57.2 Page No. 105Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 30 mm thick one side teak and one side commercialSqm3704.333704.3331.05FalseNoneNoneFalseNoneFalse115019.44650
259008080541NoneVol-II I No. 12.51 Page No. 104Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.No1077.471077.4715.0FalseNoneNoneFalseNoneFalse16162.050
259008180541NoneVol-II I No. 12.13.1 Page No. 100Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.Cum104793.31104793.310.95FalseNoneNoneFalseNoneFalse99553.64450
259008280541NoneVol-II I No. 11.6.3 Page No. 78Supplying 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. 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.Sqm2412.642412.6416.0FalseNoneNoneFalseNoneFalse38602.240
259008380541NoneVol-II I No. 11.28 Page No. 85Providing 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.Kg599.18599.18180.0FalseNoneNoneFalseNoneFalse107852.40
259008480541NoneVol-II S R Sl no. 31 Page No. A-12Aluminium round shape handle (anodised AC 15) outer dia 100 mmNo63.6363.6330.0FalseNoneNoneFalseNoneFalse1908.90
259008580541NoneVol-II S R Sl No. 444 Page No. A-25Hold fastsNo53.0253.0230.0FalseNoneNoneFalseNoneFalse1590.60
259008680541NoneVol-II I No. 11.34 B Page No. 86Providing 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 openings /wooden frames with rawl plugs screws etc.Kg194.07194.07697.59FalseNoneNoneFalseNoneFalse135381.29130
259008780541NoneVol-II S R Sl no. 134 Page No. A-15Brass tower bolt (barrel type) 250x10 mmNo339.36339.3630.0FalseNoneNoneFalseNoneFalse10180.80
259008880541NoneVol-II S R Sl no. 443 Page No. A-25HingesNo40.340.336.0FalseNoneNoneFalseNoneFalse1450.80
259008980541NoneVol-II I No. 22.15.3 Page No. 218Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 200mmNo318.15318.159.0FalseNoneNoneFalseNoneFalse2863.350
259009080541NoneVol-II I No. 10.1.1 Page No. 69Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of the slab upto 0.50 m2Sqm4248.364248.3693.46FalseNoneNoneFalseNoneFalse397051.72560
259009180541NoneVol-II I No. 9.11 Page No. 60Providing 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.Sqm942.78942.7882.07FalseNoneNoneFalseNoneFalse77373.95460
17079103550000NoneNoneBuildingsSECOND FLOOR4292134.58
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259009280542NoneCSR 2023-24 Vol-I It No2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6785.866785.8611.08FalseNoneNoneFalseNoneFalse75187.32880
259009380542NoneVol-I S R Sl No. 9 Page No. 111Addendum I -Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70 PercentCum4750.14750.111.08FalseNoneNoneFalseNoneFalse52631.1080
259009480542NoneCSR 2023-24 Vol-I It No.2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6785.866785.8618.25FalseNoneNoneFalseNoneFalse123841.9450
259009580542NoneVol-I S R Sl No. 14 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding RCC Beams, Lintels & Troughs of Aqueducts add 60 PercentCum4071.514071.5118.25FalseNoneNoneFalseNoneFalse74305.05750
259009680542NoneCSR 2023-24 Vol-I It No.2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6785.866785.8633.9FalseNoneNoneFalseNoneFalse230040.6540
259009780542NoneVol-I S R Sl no. 15 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding FOR RCC Roof Slabs add 50 PercentCum3392.933392.9333.9FalseNoneNoneFalseNoneFalse115020.3270
259009880542NoneCSR 2023-24 Vol-1 It No.2.11a Page No.18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for Building including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specificationt95808.4595808.458.37FalseNoneNoneFalseNoneFalse801916.72650
259009980542NoneCSR 2023-24 Vol-2 It No.6.7 Page No.13Providing 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 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.Cum8793.988793.9877.24FalseNoneNoneFalseNoneFalse679247.01520
259010080542NoneVol-I I No. 2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6785.866785.860.54FalseNoneNoneFalseNoneFalse3664.36440
259010180542NoneVol-I S R Sl No. 19 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding FOR Chejjas, Canopy & Other Architectural projections of minor sections add 45 PercentCum3053.643053.640.54FalseNoneNoneFalseNoneFalse1648.96560
259010280542NoneVol-II I No. 6.12 Pege No. 14Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:3 (1 cement : 3 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.Cum1074.211074.2148.78FalseNoneNoneFalseNoneFalse52399.96380
259010380542NoneVol-II I No. 8.10 Page No. 43Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm225.98225.98143.31FalseNoneNoneFalseNoneFalse32385.19380
259010480542NoneVol-II I No. 8.1.1 Page No. 41Providing 12 mm cement plaster with cement mortar 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.Sqm273.1273.1679.17FalseNoneNoneFalseNoneFalse185481.3270
259010580542NoneVol-II I No. 8.7 Page No. 42Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm391.99391.99171.31FalseNoneNoneFalseNoneFalse67151.80690
259010680542NoneVol-I I No. 8.51 Page No. 50Providing 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.Sqm107.1107.1822.48FalseNoneNoneFalseNoneFalse88087.6080
259010780542NoneVol-II I No. 8.27 Page No. 45Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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.Sqm56.7656.76822.48FalseNoneNoneFalseNoneFalse46683.96480
259010880542NoneVol-II I No. 8.39 Page No. 48Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-chargeSqm136.02136.02822.48FalseNoneNoneFalseNoneFalse111873.72960
259010980542NoneVol-II I No. 8.29 Page No. 45Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/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-chargeSqm303.09303.09171.31FalseNoneNoneFalseNoneFalse51922.34790
259011080542NoneVol-II I No. 9.31 Page No. 64Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Sqm2233.032233.03152.49FalseNoneNoneFalseNoneFalse340514.74470
259011180542NoneVol-II I No. 9.39 Page No. 65Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.Sqm1551.881551.8877.5FalseNoneNoneFalseNoneFalse120270.70
259011280542NoneVol-II I No. 12.90 Page No. 110Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)Sqm7212.117212.1120.88FalseNoneNoneFalseNoneFalse150588.85680
259011380542NoneVol-II I No. 12.57.2 Page No. 105Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 30 mm thick one side teak and one side commercialSqm3741.03741.014.25FalseNoneNoneFalseNoneFalse53309.250
259011480542NoneVol-II I No. 12.51 Page No. 104Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.No1088.141088.148.0FalseNoneNoneFalseNoneFalse8705.120
259011580542NoneVol-II I No. 12.13.1 Page No. 100Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.Cum105830.86105830.860.44FalseNoneNoneFalseNoneFalse46565.57840
259011680542NoneVol-II I No. 11.6.3 Page No. 78Supplying 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. 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.Sqm2436.522436.5216.0FalseNoneNoneFalseNoneFalse38984.320
259011780542NoneVol-II I No. 11.28 Page No. 85Providing 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.Kg605.11605.11180.0FalseNoneNoneFalseNoneFalse108919.80
259011880542NoneVol-II S R Sl No. 31 Page No. A-12Aluminium round shape handle (anodised AC 15) outer dia 100 mmNo64.2664.2616.0FalseNoneNoneFalseNoneFalse1028.160
259011980542NoneVol-II S R S L No. 444 Page No. A-25Hold fastsNo53.5553.5516.0FalseNoneNoneFalseNoneFalse856.80
259012080542NoneVol-II I No. 11.34 B Page No. 86Providing 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 openings /wooden frames with rawl plugs screws etc.Kg195.99195.99536.13FalseNoneNoneFalseNoneFalse105076.11870
259012180542NoneVol-II S R Sl no. 134 page No. A-15Brass tower bolt (barrel type) 250x10 mmNo342.72342.7216.0FalseNoneNoneFalseNoneFalse5483.520
259012280542NoneVol-II S R Sl no. 443 Page No. A-25HingesNo40.740.736.0FalseNoneNoneFalseNoneFalse1465.20
259012380542NoneVol-II I No. 22.15.3 Page No. 218Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 200mmNo321.3321.36.0FalseNoneNoneFalseNoneFalse1927.80
259012480542NoneVol-II I No. 10.1.1 Page No. 69Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab upto 0.50 m2Sqm4290.434290.43101.81FalseNoneNoneFalseNoneFalse436808.67830
259012580542NoneVol-II I No. 9.11 Page No. 60Providing 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.Sqm952.12952.1282.07FalseNoneNoneFalseNoneFalse78140.48840
17079103550000NoneNoneBuildingsTERRACE FLOOR1052016.16
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259012680543NoneCSR 2023-24 Vol-I It No2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6852.396852.393.85FalseNoneNoneFalseNoneFalse26381.70150
259012780543NoneVol-I S R Sl No. 9 Page No. 111Addendum I -Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70 PercentCum4796.674796.673.85FalseNoneNoneFalseNoneFalse18467.17950
259012880543NoneCSR 2023-24 Vol-I It No.2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6852.396852.391.22FalseNoneNoneFalseNoneFalse8359.91580
259012980543NoneVol-I S R Sl No. 14 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding RCC Beams, Lintels & Troughs of Aqueducts add 60 PercentCum4111.434111.431.22FalseNoneNoneFalseNoneFalse5015.94460
259013080543NoneCSR 2023-24 Vol-I It No.2.2.3 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6852.396852.394.63FalseNoneNoneFalseNoneFalse31726.56570
259013180543NoneVol-I S R Sl no. 15 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding FOR RCC Roof Slabs add 50 PercentCum3426.193426.194.63FalseNoneNoneFalseNoneFalse15863.25970
259013280543NoneCSR 2023-24 Vol-1 It No.2.11a Page No.18Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for Building including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specificationt96747.7496747.741.27FalseNoneNoneFalseNoneFalse122869.62980
259013380543NoneCSR 2023-24 Vol-2 It No.6.7 Page No.13Providing 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 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.Cum8880.28880.226.09FalseNoneNoneFalseNoneFalse231684.4180
259013480543NoneVol-II I No. 8.7 Page No. 42Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm395.83395.83215.45FalseNoneNoneFalseNoneFalse85281.57350
259013580543NoneVol-II I No. 8.27 Page No. 45Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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.Sqm57.3257.32216.0FalseNoneNoneFalseNoneFalse12381.120
259013680543NoneVol-II I No. 8.29 Page No. 45Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/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-chargeSqm306.06306.06215.45FalseNoneNoneFalseNoneFalse65940.6270
259013780543NoneP:75, I.No 11.5.2 PWD SR 2023-24 Volume 2Providing 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 as per specifications and as per directions of the Engineer-in-Charge.Sqm4587.724587.720.94FalseNoneNoneFalseNoneFalse4312.45680
259013880543NoneVol-II I No 11.28 Page No. 85Providing 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.Kg611.05611.05302.4FalseNoneNoneFalseNoneFalse184781.520
259013980543NoneVol-II I No. 9.31 Page No. 64Providing and laying Polished Sadarahalli Grey Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Sqm2254.932254.939.18FalseNoneNoneFalseNoneFalse20700.25740
259014080543NoneVol-II S R Sl No. 31 Page No. A-12Aluminium round shape handle (anodised AC 15) outer dia 100 mmNo64.8964.894.0FalseNoneNoneFalseNoneFalse259.560
259014180543NoneVol-II S R Sl no. 444 Page No. A-25Hold fastsNo54.0754.074.0FalseNoneNoneFalseNoneFalse216.280
259014280543NoneVol-II S R Sl No. 443 Page No. A-25HingesNo41.141.110.0FalseNoneNoneFalseNoneFalse411.00
259014380543NoneVol-II I No. 15.1 Page No. 149Providing 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 WCBathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% 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.Sqm883.59883.59246.0FalseNoneNoneFalseNoneFalse217363.140
17079103550000NoneNoneBuildingsWater supply and Sanitation1143260.37
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259014480544NoneVol-II I No. 14.2.1 Page No. 131Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : W.C. pan with ISI marked white solid plastic seat and lidEach5079.95079.99.0FalseNoneNoneFalseNoneFalse45719.10
259014580544NoneVol-II I No. 14.1.1 Page No. 131Providing 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 restsEach5128.25128.23.0FalseNoneNoneFalseNoneFalse15384.60
259014680544NoneVol-II I No. 14.7.3 Page No. 132Providing 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 550x400 mm with a pair of 15 mm C.P. brass pillar tapsEach3009.33009.330.0FalseNoneNoneFalseNoneFalse90279.00
259014780544NoneVol-II I No. 14.8 Page No. 133Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.Each1494.151494.1512.0FalseNoneNoneFalseNoneFalse17929.80
259014880544NoneVol-II I No. 13.8.2.2 Page No. 118Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal boreNo115.5115.584.0FalseNoneNoneFalseNoneFalse9702.00
259014980544NoneVol-II I No. 14.37.1 Page No. 137Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gEach321.3321.3396.0FalseNoneNoneFalseNoneFalse127234.80
259015080544NoneVol-II I No. 13.2.2 Page No. 117Providing and fixing brass bib cock of approved quality : 20 mm nominal boreNo320.25320.2548.0FalseNoneNoneFalseNoneFalse15372.00
259015180544NoneVol-II I No. 13.3.2 Page No. 117Providing and fixing brass stop cock of approved quality : 20 mm nominal boreNo320.25320.2536.0FalseNoneNoneFalseNoneFalse11529.00
259015280544NoneVol-II I No. 13.20.2 Page No. 120Providing and fixing PTMT pillar cock of approved quality and colour 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gNo329.7329.736.0FalseNoneNoneFalseNoneFalse11869.20
259015380544NoneVol-II I No. 13.5.2 Page No. 117Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal boreNo329.7329.790.0FalseNoneNoneFalseNoneFalse29673.00
259015480544NoneVol-II I No. 13.5.3 Page No. 117Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal boreNo348.6348.630.0FalseNoneNoneFalseNoneFalse10458.00
259015580544NoneVol-II I No. 13.4.2 Page No. 117Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal boreNo627.9627.936.0FalseNoneNoneFalseNoneFalse22604.40
259015680544NoneVol-II I No. 13.6.1.1 Page No. 117Providing and fixing gun metal non- return valve of approved quality (screwed end) : HorizontalNo651.0651.036.0FalseNoneNoneFalseNoneFalse23436.00
259015780544NoneVol-II I No. 13.6.2.1 Page No. 118Providing and fixing gun metal non- return valve of approved quality (screwed end) : HorizontalNo849.45849.4536.0FalseNoneNoneFalseNoneFalse30580.20
259015880544NoneVol-II I No. 13.34 Page No. 123Providing 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.l9.459.4512000.0FalseNoneNoneFalseNoneFalse113400.00
259015980544NoneP: 122, I.No 13.32.3 PWD SR 2023-24 Volume 2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc 25 mm nominal dia pipesm500.85500.85450.0FalseNoneNoneFalseNoneFalse225382.50
259016080544NoneVol-II I No. 13.33.4 Page No. 122Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipesm390.6390.6180.0FalseNoneNoneFalseNoneFalse70308.00
259016180544NoneVol-5 I No. 10.1.8 Page No. 113Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 140mm dia., 6 kg/sqcm & class 3m613.2613.2120.0FalseNoneNoneFalseNoneFalse73584.00
259016280544NoneVol-5 I No. 10.1.7 Page No. 113Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:PVC pipes 110mm dia., 6 kg/sqcm & class 3m431.55431.5575.0FalseNoneNoneFalseNoneFalse32366.250
259016380544NoneVol-5 I No. 10.1.5 Page No. 113Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 75mm dia., 6 kg/sqcm &class 3m231.0231.045.0FalseNoneNoneFalseNoneFalse10395.00
259016480544NoneVol-I I no. 1.14.1 Page No. 8Earth 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 mCum107.1107.197.2FalseNoneNoneFalseNoneFalse10410.120
259016580544NoneVol-I I No. 1.10 Page No. 7Refilling available earth around trenches/pipelines, cables in layers not 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 specificationsCum168.0168.085.05FalseNoneNoneFalseNoneFalse14288.40
259016680544NoneVol-5 I No. 16.10 Page No. 191Constructing brick masonry chamber of internal dimension 450x450mm 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.Each4447.84447.85.0FalseNoneNoneFalseNoneFalse22239.00
259016780544NoneVol-5 I No. 16.8 Page No. 191Constructing brick masonry chamber of internal dimension 600x450mm 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.Each5030.555030.555.0FalseNoneNoneFalseNoneFalse25152.750
259016880544NoneVol-II I No. 17.10.1 Page No. 176Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.100 mm clampKg1865.851865.8545.0FalseNoneNoneFalseNoneFalse83963.250
17079103550000NoneNoneBuildingsSINKING OF BOREWELL227560.2
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259016980545NoneVol-V I No. 12.4 Page No. 140Geophysical 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 Schlumbergerss 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 - 15%, b) Above 30 M - 30% (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.Each5552.45552.41.0FalseNoneNoneFalseNoneFalse5552.40
259017080545NoneVol-5 I No. 12.1.1 Page No. 139Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 0 to 50mm388.5388.550.0FalseNoneNoneFalseNoneFalse19425.00
259017180545NoneVol-5 I No. 12.1.2 Page No. 139Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 50 to 100mm487.2487.250.0FalseNoneNoneFalseNoneFalse24360.00
259017280545NoneVol-5 I No. 12.1.3 Page No. 139Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of100 to 150mm517.65517.6550.0FalseNoneNoneFalseNoneFalse25882.50
259017380545NoneVol-5 I No. 12.1.4 Page No. 139Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of150 to 200mm600.6600.650.0FalseNoneNoneFalseNoneFalse30030.00
259017480545None2023-24 S R Vol-5 I No. 12.32 Page No. 143Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty.m2029.652029.656.0FalseNoneNoneFalseNoneFalse12177.90
259017580545None2023-24 S r I No. 12.34 Vol-5 Page No. 143Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in chargeEach172.2172.21.0FalseNoneNoneFalseNoneFalse172.20
259017680545None2023-24 S R Vol-5 I No. 12.9 page No. 140Yield testing of borewells at final depth with a minimum of 10 hours continuously with the help of pump testing unit including the cost of transportation charges, crew charges and cost of consumables.Each17121.317121.31.0FalseNoneNoneFalseNoneFalse17121.30
259017780545None2023-24 S R I No. 13.7.7 Vol-5 Page No, 150Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments 1.50 HP/1.1KW 20 STGEach19128.919128.91.0FalseNoneNoneFalseNoneFalse19128.90
259017880545None2023-24 S R Vol-5 I No. 9.1.1 Page No. 95Supplying, 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 make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : 63mm diam198.45198.45200.0FalseNoneNoneFalseNoneFalse39690.00
259017980545None2023-24 S R Vol-V I No. 13.22.2 Page No. 154Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments 1x3x2.5 m2m89.2589.25200.0FalseNoneNoneFalseNoneFalse17850.00
259018080545None2023-24 S R Vol-V I No 13.23.2 Page No. 155Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter 3 to 6 HP pumpsEach10027.510027.51.0FalseNoneNoneFalseNoneFalse10027.50
259018180545None2023-24 S R Vol-V I No. 13.30 Page No. 155Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI markSet4725.04725.01.0FalseNoneNoneFalseNoneFalse4725.00
259018280545None2023-24 S R Vol-V I No. 13.2.13 Page No. 148The Non Return Valve (NRV) assembly complete with rubber ring 1x3x2.5 m2Each682.5682.51.0FalseNoneNoneFalseNoneFalse682.50
259018380545None2023-24 S R Vol-V I No. 13.25 Page No. 155Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets.Kvar577.5577.51.0FalseNoneNoneFalseNoneFalse577.50
259018480545NoneItem Code:Vol-5 I No. 12.33 Page No. 143Item Description:Providing and fxing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendmentsEach157.5157.51.0FalseNoneNoneFalseNoneFalse157.50
17079103550000NoneNoneBuildingsSEPTIC TANK138024.04
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259018580546NoneP:8, I.No 1.14 PWD SR 2023-24 Volume 1Earth 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 mCum107.1107.112.6FalseNoneNoneFalseNoneFalse1349.460
259018680546NoneP:15, I.No 2.1.4 PWD SR 2023-24 Volume 1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregatesCum6527.856527.850.9FalseNoneNoneFalseNoneFalse5875.0650
259018780546NoneVol-I I No. 2.2.1 Page No. 15Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6601.356601.351.5FalseNoneNoneFalseNoneFalse9902.0250
259018880546NoneVol-I S R Sl no. 1 a Page No. 111Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding Foundation upto Plinth a. Isolated add 8 PercentCum528.11528.111.5FalseNoneNoneFalseNoneFalse792.1650
259018980546NoneVol-I I No. 2.5.2 Page No. 16Providing and laying in position 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 aggregatesCum7185.157185.154.3FalseNoneNoneFalseNoneFalse30896.1450
259019080546NoneVol-I S R Sl no. 11 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Earth retaining structures add 10 PercentCum718.51718.514.3FalseNoneNoneFalseNoneFalse3089.5930
259019180546NoneVol- I No. 2.5.2 page No. 16Providing and laying in position 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 aggregatesCum7185.157185.150.9FalseNoneNoneFalseNoneFalse6466.6350
259019280546NoneVol-I S R Sl No. 15 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs add 50 PercentCum3592.573592.570.9FalseNoneNoneFalseNoneFalse3233.3130
259019380546NoneP:18, I.No 2.11a .PWD Common SR 2023-24 Volume 1Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (Addendum III Criteria/Requirement for approval of Reinforcement Bars)t93929.8593929.850.59FalseNoneNoneFalseNoneFalse55418.61150
259019480546NoneVol-II I No. 8.3.1 Page No. 41Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone 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-chargeSqm371.7371.756.5FalseNoneNoneFalseNoneFalse21001.050
17079103550000NoneNoneBuildingsRO Plant1097874.0
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259019580547NoneVol-5 I No. 21.1.5 Page No. 247Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 150 LPH : Cabin TypeEach / BW138600.0138600.01.0FalseNoneNoneFalseNoneFalse138600.00
259019680547NoneVol-6 I No. 5.32 Page No. 19 of 105Supplying and fixing digital frequency meter with latest micro controller technology, ultra bright 4 digit LED display, from 30-500V AC and optional or relay output for high/low frequency and wiring completeEach975.0975.02.0FalseNoneNoneFalseNoneFalse1950.00
259019780547NoneVol-6 I No. 9.2.1 Page No. 37 of 105Supplying, erecting, testing & commissioning of OFF- LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with all accessories complete and Excluding batteries and wiring complete.Each15087.015087.02.0FalseNoneNoneFalseNoneFalse30174.00
259019880547NoneVol-5 I No. 20.8.1 Page No. 240Automatic Online Hydraulically Operated Self Cleaning Multi grade Pressure Filter for the flow rate of . LPH (. M.L.D) with 16 hour pumping NOTE : For Detailed Specification of Automatic hydraulic self cleaning screen filter(400 Microns), FILTRATION & Filter Media For Pressure Filter, Anthracite, Carbon . Detailed Specification and Rates fot Separate components ( i.e., Online Sensore, Filtration & Filder media) of 10000 LPH to 225000 LPH Refer Annexure-C For 10000 & 15000 LPH (0.16 &0.24 M.L.D)Set927150.0927150.01.0FalseNoneNoneFalseNoneFalse927150.00
17079103550000NoneNoneBuildingsSolar Heater349930.0
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259019980548NoneVol-6 I No. 7.3.3 Page No. 34 of 105Supplying, installation, testing and commissioning of solar hot water heater comprising of solar Flat Plate Collector (FPC) of size 2120x1040x100mm and stainless steel hot water storage tank with stainless steel heat exchanger absorber made of copper sheet and copper tube of following capacity aluminium box collector with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. SS Model with 100mm thick of 48Kg/M3 density Rock wool insulation with 22SWG Aluminium cladding 300 LEach69986.069986.05.0FalseNoneNoneFalseNoneFalse349930.00
17079103550000NoneNoneBuildingsWash Area511892.9
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259020080549NoneVol-II I No. 6.7 Page No. 13Providing 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 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.Cum8621.558621.559.79FalseNoneNoneFalseNoneFalse84404.97450
259020180549NoneVol-II I No. 8.9 Page No. 42Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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.Sqm404.25404.25147.9FalseNoneNoneFalseNoneFalse59788.5750
259020280549NoneVol-II I No. 9.27 Page No. 63Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3, , including cost of materials, mortar, labour, curing complete as per specificationsSqm2507.42507.46.72FalseNoneNoneFalseNoneFalse16849.7280
259020380549NoneVol-II I No. 10.14 Page No. 71Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete.Sqm1161.31161.3196.92FalseNoneNoneFalseNoneFalse228683.1960
259020480549NoneVol-II I No. 15.1 Page No. 149Providing 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 400% 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.Sqm857.85857.85142.41FalseNoneNoneFalseNoneFalse122166.41850
17079103550000NoneNoneBuildingsELEVATION1174488.0
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259020580550NoneVol-II I No. 10.15.1 Page No. 71Providing 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., complete For Straight PortionSqm4188.454188.45240.0FalseNoneNoneFalseNoneFalse1005228.00
259020680550NoneVol-II I No. 10.24 Page No. 72Providing and fixing good quality Exterior grade High Pressure Laminate (Single sided Thermosetting synthetic resin bonded sheet-Craft Paper Base) of 6mm thick as per IS 2046 standard with colors as per Architect choice (Brown red, Suede, Sandblast, brown, Matte, Wooden or similar colors) for cladding including fixing with necessaryAluminium frames, fixtures as per direction of Engineer in charge.Sqm4231.54231.540.0FalseNoneNoneFalseNoneFalse169260.00
17079103550000NoneNoneBuildingsCCTV SYSTEM855587.0
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259020780551NoneApproved RateSupplying of 2MP on vif H265, 30 Mtr IR Dome Camera 3.6mm Lens - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each8000.08000.016.0FalseNoneNoneFalseNoneFalse128000.00
259020880551NoneApproved RateSupplying of 2MP on vif H265, 30 Mtr, IR Bullet Camera 3.6mm Lens - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each9000.09000.016.0FalseNoneNoneFalseNoneFalse144000.00
259020980551NoneApproved RateSupplying, Installation and commissioningof DVR 16 Ch upto 4MP Support H265 Compression real time online - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each26000.026000.016.0FalseNoneNoneFalseNoneFalse416000.00
259021080551NoneApproved RateSupplying Installation and commissioning of 43" LED TV and Testing of Unit etc complete - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each48500.048500.01.0FalseNoneNoneFalseNoneFalse48500.00
259021180551NoneApproved RateSupplying of 4 TB Hard Disk 24 x 7 - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each16500.016500.01.0FalseNoneNoneFalseNoneFalse16500.00
259021280551NoneApproved RateInstallation, Testing, commissioning, crimping of camera with all cabling, labour charges - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each1500.01500.016.0FalseNoneNoneFalseNoneFalse24000.00
259021380551None8.4.1Supplying & Fixing of switch mounting rack with power manager & Cable manager. 4U with 450mm depth - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each4892.04892.01.0FalseNoneNoneFalseNoneFalse4892.00
259021480551None8.1Supplying and drawing UTP-CAT 6E LAN cable - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.m38.038.0550.0FalseNoneNoneFalseNoneFalse20900.00
259021580551None1.1.2Open 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 structure or 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. 25 mm dia 2 mm thick - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.m81.081.0600.0FalseNoneNoneFalseNoneFalse48600.00
259021680551None2.3.2Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.1.5mm2 - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.m26.026.0100.0FalseNoneNoneFalseNoneFalse2600.00
259021780551None3.5.5Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.8 Module - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each284.0284.01.0FalseNoneNoneFalseNoneFalse284.00
259021880551None3.6.1Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch 6A one way switch - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each102.0102.04.0FalseNoneNoneFalseNoneFalse408.00
259021980551None3.6.3Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three way socket - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each171.0171.04.0FalseNoneNoneFalseNoneFalse684.00
259022080551None3.3.5Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete.8 Way - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.Each219.0219.01.0FalseNoneNoneFalseNoneFalse219.00
17079103550000NoneNoneBuildingsFurniture Work5628379.92
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259022180552NoneGem RateTwo tier cot to MDRS/KRCRS / P U MDRS Size: 1980L X 760W X 1980mmH. The verticals shall be made out of 38mm square MS tubes of 16G thick on all the four corners & 19mm square MS tubes in-between. A single CRCA sheet of 14G thick and uniformly bent on all sides vertically and further inside and with one lengthwise rib of 18G in the middle underneath for both the cots shall be provided. For the upper cot 25mm dia pipe to be bent and fixed in the middle on either sides as obstacle to avoid dropping of the person while sleeping to the side. The height for bottom tier from the floor shall be 460mm. The distance between bottom tier and top tier shall be 1000mm. The ladder shall be provided on one side to enable the person to climb to upper tier. Curtain hooks at the top corners for both the cots shall be welded for tying mosquito curtains. Strong rubber bushes shall be fixed for the verticals at the bottom. The entire cot shall be neatly de rusted, powder coated with epoxy polyester powder. - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.Each18000.018000.075.0FalseNoneNoneFalseNoneFalse1350000.00
259022280552NoneGem RateSteel Almirah plain with shelves &Door 6.6 Feet with 20 Guage doors & 22 Guage body. Size : 198cm H x 915cm W x 48cm D (including leg of 15.24cm) , fitted with four fixed shelves making five compartments with double door with three way locking device and duplicate keys, all joints outside and inside should be spot or co2 welded and neatly finished by sandering. The outside corners should be rounded off to give good appearance. The edges of doors and shelves should be properly bent to U shape of 25mm width to ensure good strength and the outer edge of U bent of the door length wise should be double folded and neatly finished. The shelves front side should be bent to U shape neatly and finished to avoid any possible cuts to fingers and hand when handled. Longitudinal rib of 15.24cm wide including bent to required shape should be provided and fixed to each door at its centre. The breadth of the shelf in the Almirah should be to the entire width leaving above 12mm gap from the shutter when it is closed. Locking Device: Three ways locking device with 10 Gauge M.S. sheet for locking and lever plate, and with locking rod of 10mm dia with strong bracket at top and bottom to hold the locking rod with six lever lock should be provided. 65mm size 6 lever strong lock to be fixed. Handle should be made out of cast alloy with nickel chrome plated. The entire almirah shall be derusted, powder coated with epoxy polyester powder Name of the institution - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the workEach27176.027176.0104.0FalseNoneNoneFalseNoneFalse2826304.00
259022380552NoneGem RateSEAT/BACK ASSEMBLY: The seat and back are made from well seasoned& polished wood. CANE FOR SEAT/BACK: Cane is made from mix of LDPE plus HDPE MIX material. The caning used for seat/back shall have high tensile strength. ARMREST TUBE: The armrest tube is madeof MS ERW tube of dia.2.54cm x 16G thick and powder coated. The armrest is gas-assisted injection moulded from black polypropylene-Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineerin-charge of the workEach2330.02330.0100.0FalseNoneNoneFalseNoneFalse233000.00
259022480552NoneGem Rate1. Mattress Size 189 x 67 x 15 cm (29099 Numbers) & 176 x 74 x 15 cm (3275 Numbers) 2. Coil Count 189 x 67 x 15 cm= 28X 10 176 x 74 x 15 cm =26X 9 3. Construction a) 120mm high pocket spring (dia) core covered with 5mm cotton felt & plastic mesh from top & bottom b) Entire pocket spring core surrounded by border of 75mm shorter side and 84 mmlonger side made out of 28 density hard foam c) Above this core 10mm or 12mm (thickness) 28 density P.U foam pasted on top. d) Above final carcass covered with 20 to 24mm 18density P.U foam quilted fabric from top and bottom 4. Raw Material Specification 1. Spring Coil with 1.8mm dia 5 turns, dia of the spring 55 mm, Flexibility 2.7, Hardness IS 4454 grade part- 2,2003. Spring Material carbonised steel of grade IS-4453 part-1, 2001 & the centre to centre distance of spring 60mm. 2.Spring Coil is pocketed with 80 GSM white Non woven fabric. Fabric type - 130 GSM Knitted Cotton felt - (1000 GSM) Air Vents - 4 nos. individually packed and sealed with LDPE 80 microns Corner fitments - 3 Ply corrugated corner guards to prevent any transit damage Tensile strength 170kg/sq mm - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.Each9000.09000.065.0FalseNoneNoneFalseNoneFalse585000.00
259022580552NoneGem rateWidth 147 CMs+/- 2cms Color fatness to washing 2-3 or better Weight/piece 1000 Grm +/-5% Count warp 2/18s to 2/20s +/ -10% Weft 6s to 10s +/-10% Composition Polyster,viscose,cotton Length 223Cms +/- 2 cm - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.Each556.0556.0300.0FalseNoneNoneFalseNoneFalse166800.00
259022680552NoneGem RateProcessor Make Intel Processor Generation 12 Number of Cores per Processor Processor Description Intel Core i3 Processor Number Intel Core i3 12100 Chipset Series Intel H Series Chipset Number Intel H610 Operating System (Factory Pre-Loaded) DOS RAM Size (GB) 8 RAM Expandability up to( using spare DIMM Slots in GB) 64 Type of Drives used to populate the Internal Bays SSD Total HDD Capacity (GB) 0 Total SSD Capacity (GB) 512 Total SSHD Capacity in addition to 8 GB Flash (GB) 0 Cabinet Form Factor Tower (13.1 to 26 Litres) Monitor Technology TN LED Backlit Monitor Size (INCHES) 19.5 Monitor Resolution (PIXELS) 1600 x 900 On Site OEM Warranty (Year) 3Each30596.9930596.998.0FalseNoneNoneFalseNoneFalse244775.920
259022780552NoneGem RateTable top / Chair seat / bench seat material Stainless steel Grade 202 galvanized Table top / Chair seat / bench seat thickness 0.6 mm Leg material for Table and Chair/bench Stainless steel Grade 202 galvanized Wall thickness of Leg material (for Table and Chair/bench) 0.6 mm Support material for Table and Chair/bench Stainless steel Grade 202 galvanized Backrest material for Chair/bench Stainless steel Grade 202 galvanized Table - Chair/bench attaching material Stainless steel Grade 202 galvanized Product Configuration Provision for 8 - persons Mode of supply Knocked Down To Be Assembled At Consignee Site By The Seller Table Foot rest No foot rest in table.Chair/bench back rest Without Support for Table top No support Number of support for Table top 6 no. Support for chair/bench seat No support Width of table plus or minus 10 mm 2130 for 8-seater Chair/bench Leg size plus or minus 2 mm 15 mm x 15 mm Size of support pipes/square sections (for table) 20 mm x 20 mm Size of support pipes/square sections (for chair/bench) 15 mm x 15 mm Warranty Period 1 - yearEach19000.019000.010.0FalseNoneNoneFalseNoneFalse190000.00
259022880552NoneGEM RATEFibers 50:50 recycled & hollow Fiber Weight 500 Grm Fabric Peach polyester 85Gsm and one cotton pillow cover Packing LDPE 250 Gauge Size 17''x27'' recorn pack of 1 pillow - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-incharge of the work.Each500.0500.065.0FalseNoneNoneFalseNoneFalse32500.00
17079103550000NoneNoneBuildingsELECTRICAL WORK1223587.4
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259022980553None1.2.1Supplying 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 19/20 mm dia 2 mm thickm66.066.0650.0FalseNoneNoneFalseNoneFalse42900.00
259023080553None1.2.2Supplying 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 25 mm dia 2 mm thickm78.078.0650.0FalseNoneNoneFalseNoneFalse50700.00
259023180553None1.4.1Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 75 x 75 x 65 mmEach106.0106.066.0FalseNoneNoneFalseNoneFalse6996.00
259023280553None1.4.2Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 100 x 75 x 65 mmEach118.0118.066.0FalseNoneNoneFalseNoneFalse7788.00
259023380553None1.4.4Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 180 x 90 x 65 mmEach161.0161.0120.0FalseNoneNoneFalseNoneFalse19320.00
259023480553None1.4.5Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 200 x 90 x 65 mmEach179.0179.040.0FalseNoneNoneFalseNoneFalse7160.00
259023580553None1.4.7Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 200 x 200 x 65 mmEach348.0348.030.0FalseNoneNoneFalseNoneFalse10440.00
259023680553None1.5.1Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction boxEach49.049.0200.0FalseNoneNoneFalseNoneFalse9800.00
259023780553None1.5.2Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction boxEach56.056.0200.0FalseNoneNoneFalseNoneFalse11200.00
259023880553None1.7.1Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. upto 50 mm conduit in brick wallm29.029.0650.0FalseNoneNoneFalseNoneFalse18850.00
259023980553None1.13Supplying And Fixing Metal Fan Box with Round Hook.No117.0117.060.0FalseNoneNoneFalseNoneFalse7020.00
259024080553None2.1.1Supplying and wiring adopting loop system in existing PVC Conduit /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) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point upto 3Mtr from tapping point to out let via switchPoint285.0285.0100.0FalseNoneNoneFalseNoneFalse28500.00
259024180553None2.1.2Supplying and wiring adopting loop system in existing PVC Conduit /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) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Medium point above 3Mtr upto 6Mtr from tapping point to out let via switchPoint394.0394.075.0FalseNoneNoneFalseNoneFalse29550.00
259024280553None2.1.5Supplying and wiring adopting loop system in existing PVC Conduit /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) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Three outlet in a row, above 6Mts upto 10Mtr from tapping point to out let via switchesPoint1035.01035.050.0FalseNoneNoneFalseNoneFalse51750.00
259024380553None2.3.2Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:2010 1.5 mm2m26.026.0650.0FalseNoneNoneFalseNoneFalse16900.00
259024480553None2.3.3Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:2010 2.5 mm2m42.042.0650.0FalseNoneNoneFalseNoneFalse27300.00
259024580553None2.3.4Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS694:2010 4 mm2m63.063.0150.0FalseNoneNoneFalseNoneFalse9450.00
259024680553None3.5.2Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 3 ModuleEach161.0161.0150.0FalseNoneNoneFalseNoneFalse24150.00
259024780553None3.5.3Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 4 ModuleEach175.0175.025.0FalseNoneNoneFalseNoneFalse4375.00
259024880553None3.5.5Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 ModuleEach284.0284.03.0FalseNoneNoneFalseNoneFalse852.00
259024980553None3.5.6Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 ModuleEach344.0344.03.0FalseNoneNoneFalseNoneFalse1032.00
259025080553None3.6.1Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way SwitchEach102.0102.060.0FalseNoneNoneFalseNoneFalse6120.00
259025180553None3.6.2Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way SwitchEach166.0166.060.0FalseNoneNoneFalseNoneFalse9960.00
259025280553None3.6.4Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two ModuleEach357.0357.060.0FalseNoneNoneFalseNoneFalse21420.00
259025380553None3.6.7Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way SwitchEach180.0180.090.0FalseNoneNoneFalseNoneFalse16200.00
259025480553None3.6.9Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP SwitchEach326.0326.012.0FalseNoneNoneFalseNoneFalse3912.00
259025580553None3.6.10Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal SocketEach236.0236.0120.0FalseNoneNoneFalseNoneFalse28320.00
259025680553None3.6.11Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone SocketEach156.0156.05.0FalseNoneNoneFalseNoneFalse780.00
259025780553None3.7Supplying and fixing 32A security and energy saving DP switch with key tag suitable to operate on 230 V, 50Hz AC supply & completely wired on existing boxEach646.0646.018.0FalseNoneNoneFalseNoneFalse11628.00
259025880553None5.2.1Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 V 3 phase and wired after fixing to the existing wooden board for motor. Each7455.07455.03.0FalseNoneNoneFalseNoneFalse22365.00
259025980553None5.7.2Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers 32 AEach241.0241.014.0FalseNoneNoneFalseNoneFalse3374.00
259026080553None5.18.1Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A SPEach415.0415.02.0FalseNoneNoneFalseNoneFalse830.00
259026180553None5.18.4Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A DPEach739.0739.02.0FalseNoneNoneFalseNoneFalse1478.00
259026280553None5.19.8Supplying 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. II - Double Door 8 Way SP & NEach1854.01854.06.0FalseNoneNoneFalseNoneFalse11124.00
259026380553None5.19.9Supplying 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. II - Double Door 12 Way SP & NEach2329.02329.03.0FalseNoneNoneFalseNoneFalse6987.00
259026480553None5.21Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel boardEach9255.09255.03.0FalseNoneNoneFalseNoneFalse27765.00
259026580553None5.40.2Supplying . A 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 250 A 4 x 30 x 10 mm Aluminium Stripsm3435.03435.02.5FalseNoneNoneFalseNoneFalse8587.50
259026680553None5.32Supplying and fixing digital frequency meter with latest micro controller technology, ultra bright 4 digit LED display, from 30-500V AC and optional or relay output for high/low frequency and wiring complete.Each975.0975.03.0FalseNoneNoneFalseNoneFalse2925.00
259026780553None5.33Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracyEach9315.09315.03.0FalseNoneNoneFalseNoneFalse27945.00
259026880553None5.31Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wiredEach4390.04390.03.0FalseNoneNoneFalseNoneFalse13170.00
259026980553None12.56Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 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 diaNo3510.03510.03.0FalseNoneNoneFalseNoneFalse10530.00
259027080553None32.071.1 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 25 Sqmm, 3.5 Core, (12 GI Strips-4 x 0.8 mm)Km139549.0139549.00.1FalseNoneNoneFalseNoneFalse13954.90
259027180553None12.60.6Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is noncorrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm 6ft copper bonded rod with backfill compound.Kit6230.06230.03.0FalseNoneNoneFalseNoneFalse18690.00
259027280553None6.2.1Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.12" Sweep (300 mm)Each2969.02969.021.0FalseNoneNoneFalseNoneFalse62349.00
259027380553None6.3.1Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system 48" Sweep (1200 mm) Regular modelEach2984.02984.060.0FalseNoneNoneFalseNoneFalse179040.00
259027480553None9.3.5Supplying, erecting, testing & commissioning of ON-LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with isolation transformer all accessories complete and Excluding batteries and wiring complete. 10 kVA ON LINE UPSEach103570.0103570.01.0FalseNoneNoneFalseNoneFalse103570.00
259027580553None9.5.7Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 100 AH capacityEach12430.012430.04.0FalseNoneNoneFalseNoneFalse49720.00
259027680553None11.3.2Supplying of .feet -PVC Batten with integrated LED tube . W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 20/22 WEach690.0690.075.0FalseNoneNoneFalseNoneFalse51750.00
259027780553None11.5.2Supply 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 & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 10-12WEach885.0885.030.0FalseNoneNoneFalseNoneFalse26550.00
259027880553None12.21Supplying and fixing of 5'-80 W of T8 Fluorescent Tube with 54W power consumption with low 3mg Mercury content less phosphor coating Operating voltage range from 180V to 265V, 50Hz AC power SupplyNo520.0520.030.0FalseNoneNoneFalseNoneFalse15600.00
259027980553None12.25.2Supplying of patty fitting, made out of CRCA Sheet metal body with locking type holder completely wired with HF Electronic Ballast, Operating voltage range from 180V to 265V, 50Hz AC power supply excluding Tube. 1 x 4' Tube light fittingEach340.0340.030.0FalseNoneNoneFalseNoneFalse10200.00
259028080553None12.43.2Supplying & Fixing of Open Type Heavy Duty Ferromagnetic Copper Ballast for HPSV/HPMH lA: Supply of High Intensity Discharge Electro Magnetic Ballast suitable for . W sodium vapour / Metal Halide lamp with Copper winding of Orthocyclic winding coil. Class H insulated dual coated copper wire. Compliance to IEC 61347-2-9 Safety & IEC60923- Performance. Winding Temperature for HID Ballast tw = 130 deg C & temperature riseT = 70 deg C. Operating voltage range from 180V to 265V, 50Hz AC power Supply. For 150 -WNo1745.01745.030.0FalseNoneNoneFalseNoneFalse52350.00
259028180553None13.7.1Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.Each122.0122.030.0FalseNoneNoneFalseNoneFalse3660.00
259028280553None13.19Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 2310.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.Each490.0490.030.0FalseNoneNoneFalseNoneFalse14700.00
17079103550000NoneNoneBuildingsRAIN WATER HARVESTING223977.76
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
259028380554NoneCSR 2023-2024 Vol 5 Item no 10.1.7 Page No. 113Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for : PVC pipes 110mm dia., 6 kg/sqcm & class 3m431.55431.55441.6FalseNoneNoneFalseNoneFalse190572.480
259028480554NoneCSR 2023-2024 Vol 1 Item no 1.14 Page No. 8Earth 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 mCum107.1107.191.37FalseNoneNoneFalseNoneFalse9785.7270
259028580554NoneCSR 2023-2024 Vol 2 Item no 17.1 Page No. 175Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.Cum1052.11052.13.46FalseNoneNoneFalseNoneFalse3640.2660
259028680554NoneCSR 2023-2024 Vol 2 Item no 17.2 Page No. 175Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge.Cum1245.31245.33.46FalseNoneNoneFalseNoneFalse4308.7380
259028780554NoneCSR 2023-2024 Vol 2 Item no 17.3 Page No. 175Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-chargeCum1251.61251.63.46FalseNoneNoneFalseNoneFalse4330.5360
259028880554NoneCSR 2023-2024 Vol 1 Item no 1.10 Page No. 7Refilling available earth around trenches/pipelines, cables in layers not 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 specificationsCum168.0168.067.5FalseNoneNoneFalseNoneFalse11340.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17079103560000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17079103560000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17079103560001NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of kppp portal on or before the last date and time of bid submissionNone
17079113490000NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders The departments shall not be responsible for non accessibility of kppp portal due to internet connectivity issues and technical glitches at bidders endNone
17079113840000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejectionNone
17079114070000NoneNoneELIGIBILITYBidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidderNone
17079114260000NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender documentNone
17079114490000NoneNoneELIGIBILITYThe Tenderer shall obtain the work done certificate in the prescribed format from the competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the original Certificates and attach file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical bids for physical verificationNone
17079114580000NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17079120100000NoneNoneELIGIBILITYFinancial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year (both days inclusive)None
17079120390000NoneNoneELIGIBILITYThe Tenderer shall scan the Original Ownership Documents/Lease/Hire commitment Agreement for the Machinery and attach the scanned file to the Bid. The original Documents shall be produced at the time of opening technical Bids for physical verificationNone
17079120550000NoneNoneELIGIBILITYThe tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the BidderNone
17079120680000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reasonNone
17079120920000NoneNoneELIGIBILITYThe tenderer should maintain the road during the defective liability periodNone
17079121020000NoneNoneELIGIBILITYThe Department is not responsible for any delay in accessing kppp portalNone
17079121270000NoneNoneELIGIBILITYTender shall note that the Tenders of those found Eligible as mentioned in Clause-3 - Qualification of the Tenderer in Section 2: Instructions to Tenders (ITT), will only be considered for evaluationNone
17079121730000NoneNoneELIGIBILITYTenderer shall note that unit rate to be quoted includes all the sundry expenses, all leads, all lifts and hire charges of machinery, taxes, royalty etcNone
17079121930000NoneNoneELIGIBILITYThe defect liability period for this work is 365 daysNone
17079122180000NoneNoneELIGIBILITYBidders are advised to note that, 18% GST will be added to the contract amountNone
17079123670000NoneNoneELIGIBILITYThe successful Tenderer must Deliver Security Deposit Amount equivalent to 5 Percentage of contract price in the form of DD TDR Bank Guarantee plus additional security for unbalanced tender as per GO No PWD 289 CRM 2013 Bangalore. Dated 13 1 .2013None
17079123930000NoneNoneELIGIBILITYThe successful bidder should submit the addl. security deposit in form of Original DD/FDR/BG to this office at the time of execution of the agreementNone
17079124120000NoneNoneELIGIBILITYFinancial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of 2023-24 in the Technical Qualification Criteria mentioned in the sectionNone
17079124480000NoneNoneELIGIBILITYPeriod for completion of this work is 09 (Nine) months including MonsoonNone
17079126590000NoneNoneELIGIBILITYThe Tenderer shall furnish as part of his tender earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer can pay the full EMD amount of Rs.4,88,100.00 through e payment or the Earnest Money Deposit shall be in two parts. Part 1 Rs1,00,000.00 by e-payment Part 2 Rs.3,88,100.00 EMD shall be in favour of Executive Engineer PWD Yadgir Division Yadgir and may be in the form of Bankers Cheque OR Demand Draft OR Pay order in favour of Executive Engineer PWD Yadgir Division Yadgir payable at Yadgir to the Executive Engineer PWD Yadgir Division Yadgir or Bank Guarantee in the prescribed format obtained form any Nationalised OR Scheduled BankNone
17079127190000NoneNoneELIGIBILITYSITE INVESTIGATION REPORT: The tenderer has to visit the proposed site along with Assistant Executive Engineer, PWD Sub Division Shorapur and submit the feasibility report to know the nature of work and working condition. They should submit consent letter duly countersigned by Assistant Executive Engineer, PWD Sub Division Shorapur and upload the same document along with Bid in KPPP portal. If failed to upload the consent letter will make the tender liable for rejection.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19, 2019 20, 2020-21, 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs.650.68 Lakhs and The Financial Turn Over Certificate Should bear the UDIN Number invariably & duly signed by registered chartered Accountant. The Certificate without UDIN number will not be consideredPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneTo qualify forwarded of this contract, each Tenderer in its name have should in the last five year i.e.2018-19 to 2022-23 (c) executed in any one year the following minimum quantities of work (As per Govt Circular No.PW 60 CRM 2021 BengaluruDtd.08.11.2021 (1)Earthwork/Sub-Grade/ Earth Filling: 691.55 Cum (2)UCRS/CRS/BBM : 331.71 Cum (3)PCC/RCC: 371.06 Cum (4)TMT Steel: 33.17 Tonne (5) Plastering : 3310.87 Sqm (6) Flooring/Tiles: 1115.45 Sqm (7) M.S.Grill : 1548.36 kgPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneMaximum of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turnover of previous shall be given a weightage of 10% per year to bring them to the price level of the 2023-24)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Statement on the Letter Head of the tenderer
NoneNoneNoneNoneAssessed Tender Capacity Shall be more than the Tendered AmountCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Assessment on the Letter Head of this Tenderer
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 work, if work is awardedCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Biodata of the Personnel
NoneNoneNoneNoneAvailability by owning at least 50 percentage of the required / specified key and critical equipment for this work and remaining 50 percentage can be deployed on lease/hire basis for all works provided, the relevant documents (commitment agreements etc.,) for availability for this work are furnished (As per Govt Circular No.PW 60 CRM 2021 Dtd.08.11.2021) 1)Excavator-1 No.(Own/ Lease/Hire), 2)Transit mixer- 1 No. (Own/Lease/Hire) 3)Water Tank with Pumping machinery- 2Nos. (Own/ Lease/Hire) 4)Pin/Plate Vibrator: 4 Nos.Each (2 Nos. Own and 2 Nos Lease/Hire) and (5)Tippers: 4 Nos.Each (2 Nos. Own and 2 Nos Lease/Hire)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Scanned copies of Hire/ Lease agreement documents of Equipments/ Machineries Scanned copies of Ownership
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 and 2022 23 (b)Satisfactorily completed, as prime contractor, at least one similar work of value not less than Rs.162.67 LakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneList of Financial Resources with CertificatesFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNoneLatest income tax clearance certificate along with last five years balance sheet and profit & loss statement duly certified by the CAFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Audited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid Assets and/or availability of credit facilities of not less than Rs.108.45 Lakhs(Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etcFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneInformation Litigation in which the Tenderer is involvedOthersLitigation
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 10
NoneNoneNoneNoneList of existing commitments Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 12 months (financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of 2023-24) (Month wise commitment shall be furnished)OthersExisting Commitments
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Statement on the Letter Head of the Tenderer
NoneNoneNoneNoneInformation of the works for which Tenderer has submitted TenderOthersAlready Submitted
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 7
NoneNoneNoneNoneBanker Details for referenceOthersBanker Details
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Banker Details
NoneNoneNoneNoneThe proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of work as per technical specifications within the stipulated period of completionOthersProgramme
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- CPM/ PERT CHART
NoneNoneNoneNoneConstitutional or Legal Status of the TendererOthersLegal status
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneName Address, Telephone No Fax No. and email ID of the Tenderers BankersOthersPersonal Details
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information on the Letter Head of the tenderer
NoneNoneNoneNoneInformation on works which are yet to be completedOthersYet to be Submitted
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 5
NoneNoneNoneNonePart-2 Rs.3,88,100.00 EMD Shall be in favour of Executive Engineer, PWD Division. Yadgir and may be in the form of Bankers Cheque OR Demand Draft OR Pay Order in favour ofExecutive Engineer, PWD Division. Yadgir payable at yadgir to the Executive Engineer,PWD Divn. Yadgir of Bank Guarentee in the prescribed format obtained form any Nationalized OR Scheduled Banks.The tenderer should upload scanned OriginalM Bank Guarentee of Part-2 EMD the qualified tenderer L1 must submit the original copy of the BG at the time of agreement. As GO PWD 107 CRM 2013 Dated 20.02.2013OthersEMD
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Scanned copy of Bankers Cheque / Demand Draft/ Pay order/ pledged small savings Instruments/BG
NoneNoneNoneNoneInformation of the works for which tender acceptance letters are receivedOthersTender Acceptance
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format 6 and Letter of Acceptance
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e 2018-19 to 2022-23 a- achieved in at least two financial years a minimum financial turn over in all cases of civil engineering construction works only Rs.650.68 Lakhs and The Financial Turn Over Certificate Should bear the UDIN Number invariably & duly registered charted Accountant. The Certificate without UDIN number will not be consideredTrueTechnical Bid
Contractor Registration Class-II & AboveTrueTechnical Bid
To qualify for award of this contract each Tenderer in its name should have in last five years i.e., 2018-19 to 2022-23 b Satisfactorily completed as prime contractor, at least one similar work of value not less than Rs.162.67 LakhsTrueTechnical Bid
Liquid Assets and/or availability of credit facilities of not less than Rs.108.45 Lakhs Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etcTrueTechnical Bid
Latest income tax clearance certificate along with last five years balance sheet and profit & loss statement duly certified by the CATrueTechnical Bid
To qualify forwarded of this contract, each Tenderer in its name have should in the last five year i.e.2018-19 to 2022-23 c-executed in any one year the following minimum quantities of work. As per Govt Circular No.PW 60 CRM 2021 Bengaluru Dtd.08.11.2021 1-Earthwork/Sub-Grade/ Earth Filling-691.55 Cum, 2-UCRS/CRS/BBM-331.71Cum, 3-RCC/PCC-371.06 Cum, 4-Plastering-3310.87 Sqm, 5-Flooring/Tiles-1115.45 Sqm, 6-TMT Steel-33.17 Tonne 7-M.S.Grill -1548.36 KgsTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1708061222000
version0
createdDateNone
modifiedDateNone
blockNumberPWD DIVISION OFFICE YADGIR
streetNone
cityYADGIR
stateKarnataka
pin585202
tenderRecallDTONone