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tenderFee5000.00
emd1017000.00
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tenderReceiptClose21-03-2024 16:00:00
tenderQueryClose19-03-2024 17:30:00
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publishedDate13-03-2024 20:14:14
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contactPersonSRI SHEKHAPPA TAMDADDI
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tenderNumberPWD/2023-24/BD/WORK_INDENT8924
titleConstruction of Balance Works of Govt. Girls High School Building at Chittapur Town, Dist. Kalaburagi. Under KKRDB Macro for the year 2023-24
descriptionConstruction of Balance Works of Govt. Girls High School Building at Chittapur Town, Dist. Kalaburagi. Under KKRDB Macro for the year 2023-24
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3012206100607NoneP:16, I.No 2.5.2 PWD SR 2023-24 Volume 1Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum7328.857328.8546.86FalseNoneNoneFalseNoneFalse343429.9110
3012207100607NoneP:111, SI.No 9 PWD SR 2023-24 Volume 1 Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% Cum5130.195130.1946.86FalseNoneNoneFalseNoneFalse240400.70340
3012208100607NoneP:16, I.No 2.5.1 PWD SR 2023-24 Volume 1Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7100.737100.73183.56FalseNoneNoneFalseNoneFalse1303409.99880
3012209100607NoneP:112, SI.No 14 PWD SR 2023-24 Volume 1 Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% Cum4260.444260.44183.56FalseNoneNoneFalseNoneFalse782046.36640
3012210100607NoneP:16, I.No 2.5.1 PWD SR 2023-24 Volume 1Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7100.737100.73427.21FalseNoneNoneFalseNoneFalse3033502.86330
3012211100607NoneP:112, SI.No 15 PWD SR 2023-24 Volume 1Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs add 50%Cum3550.363550.36427.21FalseNoneNoneFalseNoneFalse1516749.29560
3012212100607NoneP:16, I.No 2.5.1 PWD SR 2023-24 Volume 1Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7100.737100.7319.58FalseNoneNoneFalseNoneFalse139032.29340
3012213100607NoneP:112, SI.No 19 PWD SR 2023-24 Volume 1 Addendum I Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of minor sections add 45% Cum3195.333195.3319.58FalseNoneNoneFalseNoneFalse62564.56140
3012214100607NoneP: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) Tonne95808.4595808.4594.1FalseNoneNoneFalseNoneFalse9015575.1450
3012215100607NoneP:13, I.No 6.1 PWD SR 2023-24 Volume 2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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 workCum8803.628803.62425.79FalseNoneNoneFalseNoneFalse3748493.35980
3012216100607NoneVol-II I no. 6.14 Page No. 14Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level 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.Sqm1135.261135.26208.93FalseNoneNoneFalseNoneFalse237189.87180
3012217100607NoneVol-II I no. 8.2.1 page No. 41Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm315.94315.944100.08FalseNoneNoneFalseNoneFalse1295379.27520
3012218100607NoneVol-II I No. 8.6.2 Page No. 42Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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-charge.Sqm459.46459.461719.13FalseNoneNoneFalseNoneFalse789871.46980
3012219100607NoneVol-II I no. 8.12 Page no. 43Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer-in-ChargeKg68.5468.541708.35FalseNoneNoneFalseNoneFalse117090.3090
3012220100607NoneVol-II I no. 8.16.3 Page No. 43Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 100mm widem47.1247.122600.0FalseNoneNoneFalseNoneFalse122512.00
3012221100607NoneVol-II I no. 8.80 page no. 54Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.m70.6970.691265.1FalseNoneNoneFalseNoneFalse89429.9190
3012222100607NoneVol-II I no. 12.3 Page no. 99Providing Mathi / Nandi wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, usage charges complete as per specifications.Cum131089.33131089.333.35FalseNoneNoneFalseNoneFalse439149.25550
3012223100607NoneVol-II I No. 12.57.1 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 Both side teakSqm4330.054330.0561.23FalseNoneNoneFalseNoneFalse265128.96150
3012224100607NoneVol-II I no. 12.93.1 Page no. 111Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mmm751.84751.84209.25FalseNoneNoneFalseNoneFalse157322.520
3012225100607NoneVol-II I no. 12.94.1 Page no. 112Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thicknessSqm3732.433732.4348.82FalseNoneNoneFalseNoneFalse182217.23260
3012226100607NoneCSR 2021-22 Vol-II I No. 12.10 Page No. 99Providing Teak wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications.Cum252380.08252380.080.4FalseNoneNoneFalseNoneFalse100952.0320
3012227100607NoneCSR 2021-22 Vol-II I No. 12.19 Page No. 101Providing and fixing in position fully panelled Teak wood shutters for doors with , stiles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures )Sqm8517.668517.665.83FalseNoneNoneFalseNoneFalse49657.95780
3012228100607NoneVol-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.No1088.141088.1451.0FalseNoneNoneFalseNoneFalse55495.140
3012229100607NoneVol-II I no. 22.15.9 Page no. 219Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS hinges 100 mmNo74.9774.97408.0FalseNoneNoneFalseNoneFalse30587.760
3012230100607NoneVol-II I no. 22.15.1 Page no. 218Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Handles 200mmNo481.95481.95204.0FalseNoneNoneFalseNoneFalse98317.80
3012231100607NoneVol-II I no. 22.15.5 Page No. 219Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Tower Bolts 150x10mmNo128.52128.52102.0FalseNoneNoneFalseNoneFalse13109.040
3012232100607NoneVol-II I no. 12.60 Page no. 105Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.No1126.691126.6951.0FalseNoneNoneFalseNoneFalse57461.190
3012233100607NoneVol-II I no. 22.15.10 Page No. 219Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Door stopper 75mmNo107.1107.151.0FalseNoneNoneFalseNoneFalse5462.10
3012234100607NoneVol-II I no. 12.75.1 page no. 107Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type)No294.52294.5216.0FalseNoneNoneFalseNoneFalse4712.320
3012235100607NoneVol-II I No. 12.76.1 page no. 107Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mmEach465.88465.884.0FalseNoneNoneFalseNoneFalse1863.520
3012236100607NoneVol-II I No. 12.79.1 Page No. 108Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mmEach266.68266.688.0FalseNoneNoneFalseNoneFalse2133.440
3012237100607NoneVol-II I No. 20.107 Page No. 207Providing and fixing plain rolled glass 4mm thick with teakwood beading of 10mm thick.Sqm1228.441228.4432.04FalseNoneNoneFalseNoneFalse39359.21760
3012238100607NoneVol-II I No. 8.46 Page no. 49French spirit polishing :Two coats on new works including a coat of wood filler to give an even surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm315.94315.9429.95FalseNoneNoneFalseNoneFalse9462.4030
3012239100607NoneVol-II I No. 8.45.2 Page no. 49Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm185.28185.2829.95FalseNoneNoneFalseNoneFalse5549.1360
3012240100607NoneVol-II I No. 9.22.2 Page no. 62Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mmSqm1420.151420.152409.48FalseNoneNoneFalseNoneFalse3421823.0220
3012241100607NoneVol-II I no. 9.9 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete.Sqm1152.41152.4235.23FalseNoneNoneFalseNoneFalse271079.0520
3012242100607NoneVol-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.Sqm1551.881551.88549.6FalseNoneNoneFalseNoneFalse852913.2480
3012243100607NoneVol-II I No. 8.2.2 Page no. 41Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm298.81298.81549.6FalseNoneNoneFalseNoneFalse164225.9760
3012244100607NoneVol-II I no. 15.29 Page no. 157Terrace/ Raft & Sunken Slab Waterproofing Providing waterproof treatment to Raft Slab using 2 coats of acrylic co polymer elastomeric Acrylic co-polymer elastomeric sealer & protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc., The surface shall be applied with basecoat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:6) over the prepared surface. In addition, making haunch at junction of Wall and Slab visible cracks are opened and sealed with flexicrack paste. Over this one coat of flexible cementations membrane (FCM), Spreading one layer of HDPE membrane as reinforcing material (over FCM) with one primer coat of Acrylic co-polymer elastomeric sealer & protector & applying second coat of Acrylic co-polymer elastomeric sealer & protector liquid over the primer coat - conforming to ASTM C 1202, DIN 1048 part 5, The work shall be carried out as per the directions of the Engineer in charge.Sqm1124.551124.55331.57FalseNoneNoneFalseNoneFalse372867.04350
3012245100607NoneVol-II I no. 7.18 Page No. 23Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specificationsCum2160.212160.21211.07FalseNoneNoneFalseNoneFalse455955.52470
3012246100607NoneVol-II I no. 11.34 A 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 steel windows by weldingKg179.93179.934164.3FalseNoneNoneFalseNoneFalse749282.4990
3012247100607NoneVol-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)Sqm7212.117212.11214.83FalseNoneNoneFalseNoneFalse1549377.59130
3012248100607NoneVol-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.Kg605.11605.111050.0FalseNoneNoneFalseNoneFalse635365.50
3012249100607NoneVol-II 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.Sqm107.1107.16822.6FalseNoneNoneFalseNoneFalse730700.460
3012250100607NoneVol-II I No. 8.34.2 Page No. 47Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm62.1262.12326.38FalseNoneNoneFalseNoneFalse20274.72560
3012251100607NoneVol-II I no. 8.33.3 Page No. 47Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm148.87148.87326.38FalseNoneNoneFalseNoneFalse48588.19060
3012252100607NoneVol-II I no. 8.40 Page No. 48Painting with synthetic enamel 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-charge.Sqm123.16123.16506.22FalseNoneNoneFalseNoneFalse62346.05520
3012253100607NoneVol-II I No. 8.41 Page No. 48Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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.Sqm178.86178.86506.22FalseNoneNoneFalseNoneFalse90542.50920
3012254100607NoneVol-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.Sqm56.7656.767115.83FalseNoneNoneFalseNoneFalse403894.51080
3012255100607NoneVol-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-charge.Sqm136.02136.027115.83FalseNoneNoneFalseNoneFalse967895.19660
3012256100607NoneVol-II I no. 8.29 Page No. 45Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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-charge.Sqm303.09303.091201.75FalseNoneNoneFalseNoneFalse364238.40750
3012257100607NoneVol-II I No. 8.30 Page No. 45Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm186.35186.352450.63FalseNoneNoneFalseNoneFalse456674.90050
3012258100607NoneVol-II I no. 16.1 Page No 161Providing and fixing polyurethane foam (PUF) slab 40mm thick average with PU slab density 36+/-2 kg/cum for external wall insulation including necessary polymerized plaster reinforced with glass fibre mesh, epoxy based bonding adhesive etc., complete.Sqm1565.81565.870.98FalseNoneNoneFalseNoneFalse111140.4840
3012259100607None2018-19 S R I No. 38.8 Page No. 280Providing and laying 12mm thick caving at the junction of slab and vertical offsets with CM 1:3 admixed with modified styrene butadiene rubber emulsion (confirming to BS 6319) specially designed for use as a bonding aid and gauging liquid for cementations system (51trs for 50kg cement). Modified styrene butadiene rubber emulsion shall be added to dry mix of cement mortar of 1:3 (5 ltrs for 1 bag of cement and 3 bags of cement) mixed thoroughly by adding water 0.35 water cement ratio and peddling for 2 minutes.Rmtr145.0145.0554.56FalseNoneNoneFalseNoneFalse80411.20
3012260100607NoneMR.Supplying and fixing P3 grade ceramic stell magnetic writing green board witreous enamelled stell top surface board, green colour, writing (chalk) of 2% minimum gloss at 60 degree lead of size 8'x, 4' the core maetrial of the board is medium dencity fyber (M D F ) board grade 1 with 9mm thick weighing 750 kg for cum as per IS:12406-2003 edition 2.2 with ceramic steel sheet of 0.3 to 0.4 mm top & galvanised steel of 0.25 mm at back with aluminium frame section, front 20 mm side 16mm & thickness 1,2 mm, weight of the board is 12 kg for sqm etc complete as per specificationEach12000.012000.020.0FalseNoneNoneFalseNoneFalse240000.00
3012261100607NoneVol-II I No. 8.4.1 Page No. 41Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm345.93345.932722.52FalseNoneNoneFalseNoneFalse941801.34360
17102465250001NoneNoneBuildingsTerrace Floor Civil Work13976469.71
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3012262100608NoneP:16, I.No 2.5.2 PWD SR 2023-24 Volume 1Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7400.77400.728.37FalseNoneNoneFalseNoneFalse209957.8590
3012263100608NoneP:111, SI.No 9 PWD SR 2023-24 Volume 1Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70%Cum5180.495180.4928.37FalseNoneNoneFalseNoneFalse146970.50130
3012264100608NoneP:16, I.No 2.5.1 PWD SR 2023-24 Volume 1Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7170.347170.3427.82FalseNoneNoneFalseNoneFalse199478.85880
3012265100608NoneP:112, SI.No 14 PWD SR 2023-24 Volume 1Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60%Cum4302.24302.227.82FalseNoneNoneFalseNoneFalse119687.2040
3012266100608NoneP:16, I.No 2.5.1 PWD SR 2023-24 Volume 1Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7170.347170.3435.52FalseNoneNoneFalseNoneFalse254690.47680
3012267100608NoneP:112, SI.No 15 PWD SR 2023-24 Volume 1Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs add 50%Cum3585.173585.1735.52FalseNoneNoneFalseNoneFalse127345.23840
3012268100608NoneP:16, I.No 2.5.1 PWD SR 2023-24 Volume 1Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7170.347170.3419.1FalseNoneNoneFalseNoneFalse136953.4940
3012269100608NoneP:112, SI.No 19 PWD SR 2023-24 Volume 1Addendum I Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of minor sections add 45%Cum3226.653226.6519.1FalseNoneNoneFalseNoneFalse61629.0150
3012270100608NoneVol-II I No. 6.1 Page No. 13Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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.Cum8889.938889.93233.67FalseNoneNoneFalseNoneFalse2077309.94310
3012271100608NoneVol-II I no. 8.2.1 Page No. 41Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm319.04319.04609.02FalseNoneNoneFalseNoneFalse194301.74080
3012272100608NoneVol-II I No. 8.6.2 Page No. 42Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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-charge.Sqm465.31465.312003.39FalseNoneNoneFalseNoneFalse932197.40090
3012273100608NoneVol-II I no. 8.4.1 Page No. 41Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm349.32349.32334.43FalseNoneNoneFalseNoneFalse116823.08760
3012274100608NoneVol-II I No. 8.16.3 Page No. 43Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 100mm widem47.5947.59281.7FalseNoneNoneFalseNoneFalse13406.1030
3012275100608NoneVol-II I no. 8.80 Page No. 54Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.m71.3871.38273.0FalseNoneNoneFalseNoneFalse19486.740
3012276100608NoneVol-II I no. 12.93.1 Page No. 111Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mmm759.21759.2139.0FalseNoneNoneFalseNoneFalse29609.190
3012277100608NoneVol-II I No. 12.94.1 Page No. 111Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thicknessSqm3769.033769.0310.8FalseNoneNoneFalseNoneFalse40705.5240
3012278100608NoneVol-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.No1098.81098.85.0FalseNoneNoneFalseNoneFalse5494.00
3012279100608NoneVol-II I No. 22.15.9 Page No 219Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS hinges 100 mmNo75.775.740.0FalseNoneNoneFalseNoneFalse3028.00
3012280100608NoneVol-II I no 22.15.1 Page No. 218Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Handles 200mmNo486.67486.6720.0FalseNoneNoneFalseNoneFalse9733.40
3012281100608NoneVol-II I No. 22.15.5 Page No. 219Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Tower Bolts 150x10mmNo129.78129.7810.0FalseNoneNoneFalseNoneFalse1297.80
3012282100608NoneVol-II I No. 12.60 Page No. 105Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.No1137.741137.745.0FalseNoneNoneFalseNoneFalse5688.70
3012283100608NoneVol-II I No. 11.34 A 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 steel windows by weldingKg181.69181.69263.02FalseNoneNoneFalseNoneFalse47788.10380
3012284100608NoneVol-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)Sqm7282.827282.8212.52FalseNoneNoneFalseNoneFalse91180.90640
3012285100608NoneVol-II 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 chargeSqm108.1108.1943.45FalseNoneNoneFalseNoneFalse101986.9450
3012286100608NoneVol-II I No. 8.40 Page No. 48Painting with synthetic enamel 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-charge.Sqm124.37124.3730.06FalseNoneNoneFalseNoneFalse3738.56220
3012287100608NoneVol-II I No. 8.41 Page No. 48Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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.Sqm180.61180.6130.06FalseNoneNoneFalseNoneFalse5429.13660
3012288100608NoneVol-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-chargeSqm57.3257.32943.45FalseNoneNoneFalseNoneFalse54078.5540
3012289100608NoneVol-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-chargeSqm137.35137.35943.45FalseNoneNoneFalseNoneFalse129582.85750
3012290100608NoneVol-II I No. 8.30 Page No. 46 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm188.18188.182003.39FalseNoneNoneFalseNoneFalse376997.93020
3012291100608NoneVol-II I No. 16.1 Page No. 161Providing and fixing polyurethane foam (PUF) slab 40mm thick average with PU slab density 362 kg/m3 for external wall insulation including necessary polymerized plaster reinforced with glass fibre mesh, epoxy based bonding adhesive etc., completeSqm1581.151581.1534.34FalseNoneNoneFalseNoneFalse54296.6910
3012292100608NoneVol-II I no. 15.22 Page No. 155Providing and laying with 1.0 mm thick FPO membrane to seal the expansion joint. The tape having mechanical properties like, Elongation greater than500%, Tensile Strength greater than12N/mm2, Tear Strength greater than200N, Water tightness 400 kPa/72hrs confirming to DIN EN 1928-B. Ensure that apply Two part Epoxy Adhesive @ 1.4kg/m to get 1-2mm thick on the prepared surface before placing the tape and after placing seal with same epoxy adhesive which having Bond Strength with concrete 1.5N/mm2 , Compressive Strength @ 7 days, greater or lesser than45N/mm2 as per BS 6319 Part 2, Tensile Strength @ 7 days, greater or lesser than18N/mm2 as per BS 6319 Part 7, Shear Strength @ 7 days, greater or lesser than8N/mm2 as per BS 6319 Part 4, Flexural Strength @ 7 days, N/mm2 as per BS 6319 Part 3. The finished cost including surface preparation, filling foam backer rod, applying masking tape on both sides of the joint & polysulphide sealant filling on gap completely as per specificationm2205.182205.18240.48FalseNoneNoneFalseNoneFalse530301.68640
3012293100608NoneVol-II I No. 15.26 Page No. 156Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in chargem2163.02163.0240.48FalseNoneNoneFalseNoneFalse520158.240
3012294100608NoneDSR .2018-19,Page No. 280 ,It no.38.8 COVING Providing and laying 12mm thick coving at the junction of slab and vertical offsets with CM 1:3 admixed with modified styrene butadiene rubber emulsion (confirming to BS 6319) specially designed for use as a bonding aid and gauging liquid for cementations system (5 ltrs for 50kg cement). methodology: Modified styrene butadiene rubber emulsion shall be added to dry mix of cement mortar of 1:3 (5 ltrs for 1 bag of cement and 3 bags of cement) mixed thoroughly by adding water 0.35 water cement ratio and peddling for 2 minutes.Rmtr145.0145.0876.55FalseNoneNoneFalseNoneFalse127099.750
3012295100608NoneVol-II I No. 8.80 Page no 54Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.m71.3871.38666.34FalseNoneNoneFalseNoneFalse47563.34920
3012296100608NoneVol-I I No. 2.11 a Page no. 18Supplying, 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. Buildingst96747.7496747.7426.56FalseNoneNoneFalseNoneFalse2569619.97440
3012297100608NoneVol-II I no. 22.15.10 Page No. 219Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Door stopper 75mmNo108.15108.155.0FalseNoneNoneFalseNoneFalse540.750
3012298100608NoneCSR 2023-024,Vol-II,Pg No.157,It No.15.29Providing waterproof treatment to Raft Slab using 2 coats of acrylic co polymer elastomeric Acrylic co-polymer elastomeric sealer & protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc., The surface shall be applied with basecoat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:6) over the prepared surface. In addition, making haunch at junction of Wall and Slab visible cracks are opened and sealed with flexicrack paste. Over this one coat of flexible cementations membrane (FCM), Spreading one layer of HDPE membrane as reinforcing material (over FCM) with one primer coat of Acrylic co-polymer elastomeric sealer & protector & applying second coat of Acrylic co-polymer elastomeric sealer & protector liquid over the primer coat - conforming to ASTM C 1202, DIN 1048 part 5, The work shall be carried out as per the directions of the Engineer in charge.Sqm1135.571135.574059.91FalseNoneNoneFalseNoneFalse4610311.99870
17102465250001NoneNoneBuildingsElevation Works13250095.91
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3012299100609NoneVol-II I No. 18.7 Page No. 184Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.Sqm8349.68349.6148.12FalseNoneNoneFalseNoneFalse1236742.7520
3012300100609NoneVol-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 PortionSqm4188.454188.45221.76FalseNoneNoneFalseNoneFalse928830.6720
3012301100609NoneVol-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 m2Sqm4206.34206.362.05FalseNoneNoneFalseNoneFalse261000.9150
3012302100609NoneVol-II I No. 9.30 Page No. 64Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.Sqm5594.45594.4133.6FalseNoneNoneFalseNoneFalse747411.840
3012303100609NoneVol-I I No. 1.13 Page No. 8Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & 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 Ordinary/Soft rock upto 300 mm depthCum380.1380.1462.81FalseNoneNoneFalseNoneFalse175914.0810
3012304100609NoneVol-I I No. 1.8 Page No. 7Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the workCum497.7497.7608.37FalseNoneNoneFalseNoneFalse302785.7490
3012305100609NoneVol-III I No. 4.1 A (i) Page No. 23Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -I MaterialCum2612.42612.458.92FalseNoneNoneFalseNoneFalse153922.6080
3012306100609NoneVol-III I no. 4.17 Page no. 26Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityCum2686.952686.9558.92FalseNoneNoneFalseNoneFalse158315.0940
3012307100609NoneVol-III I No. 6.5 Page no. 50Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 , coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing.Cum8230.958230.95139.51FalseNoneNoneFalseNoneFalse1148299.83450
3012308100609NoneMR.Providing and fixing logo on wall surface with Stainless steel 304 grade sheet of thickness 1mm with raised 5.0 cm including with all lead & Lift, cost and conveyance of all materials , labour, hire charges of machineries and equipments and all other incidental charges etc as per specifications.Sq Inch40.6540.659765.0FalseNoneNoneFalseNoneFalse396947.250
3012309100609NoneVol-5 S R Sl No. 705 Page No. A-45RCC pipe NP3 300 mm dia & 2.5 M longm892.5892.563.0FalseNoneNoneFalseNoneFalse56227.50
3012310100609NoneVol-I I No. 1.5.2 Page No. 6Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Depth exceeding 1.5m, but not exceeding 3 mCum467.25467.2569.12FalseNoneNoneFalseNoneFalse32296.320
3012311100609NoneVol-I I 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.Cum279.3279.341.17FalseNoneNoneFalseNoneFalse11498.7810
3012312100609NoneVol-I I no. 2.1.2 Page No. 15Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregatesCum5947.25947.23.97FalseNoneNoneFalseNoneFalse23610.3840
3012313100609NoneVol-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 aggregatesCum6652.86652.87.78FalseNoneNoneFalseNoneFalse51758.7840
3012314100609NoneVol-I S R Sl no. 1 a Page No. 111Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Foundation upto Plinth Isolated add 8%Cum532.22532.227.78FalseNoneNoneFalseNoneFalse4140.67160
3012315100609NoneVol-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 aggregatesCum7185.157185.1530.04FalseNoneNoneFalseNoneFalse215841.9060
3012316100609NoneVol-I S R Sl no. 9 Page No. 111Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70%Cum5029.65029.614.04FalseNoneNoneFalseNoneFalse70615.5840
3012317100609NoneVol-I S R Sl no. 15 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs add 50%Cum3592.573592.5714.48FalseNoneNoneFalseNoneFalse52020.41360
3012318100609NoneVol-I S R Sl No. 14 Page No. 112Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60%Cum4311.094311.091.52FalseNoneNoneFalseNoneFalse6552.85680
3012319100609NoneVol-I I No. 2.11 a Page No. 18Supplying, 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. Buildingst93929.8593929.852.51FalseNoneNoneFalseNoneFalse235763.92350
3012320100609NoneVol-II I no 11.16.2 Page No. 82Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-ChargeKg154.35154.356370.3FalseNoneNoneFalseNoneFalse983255.8050
3012321100609NoneVol-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.Cum8621.558621.5543.09FalseNoneNoneFalseNoneFalse371502.58950
3012322100609NoneVol-I I No. 2.1.4 page No. 15Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregatesCum6527.856527.857.74FalseNoneNoneFalseNoneFalse50525.5590
3012323100609NoneVol-II I no. 8.8 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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.Sqm389.55389.55610.71FalseNoneNoneFalseNoneFalse237902.08050
3012324100609NoneVol-II I no. 11.34A 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 steel windows by weldingKg176.4176.42589.49FalseNoneNoneFalseNoneFalse456786.0360
3012325100609NoneVol-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 m2Sqm4206.34206.353.28FalseNoneNoneFalseNoneFalse224111.6640
3012326100609NoneVol-II I No. 8.33.3 Page No. 47Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm145.95145.9588.2FalseNoneNoneFalseNoneFalse12872.790
3012327100609NoneVol-II I No. 8.30 page No. 45Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm182.7182.7610.71FalseNoneNoneFalseNoneFalse111576.7170
3012328100609NoneVol-IV I No. 1.11 Page No. 130Providing 100 mm thick approved type grass turfing to side slopes of canal icluding cost of all materials, labour, watering for minimum 15 days & all necessary works as directed and complete as per specification.Sqm161.7161.7208.44FalseNoneNoneFalseNoneFalse33704.7480
3012329100609NoneGEMS RATEPly of duel type of desking integrated desk h seating with shelf /storage under desk : Desk configuration ; Three seater ,length of Desking ating and back rest 1400 mm material of desk (for shelf/storage )18mm thick material of apport structure or side panel mild steel pipe of jameter 25mm and wall thickness 1:1 mm height of lesk top 810 mm of desk top 400mm material sf seat and back rest 18mm thick prelaminated particle board width of seating 630mm height of Beating 460mm eidth of back rest 240mm including cost of all materials labour HDM I UL Curing with all lead sand lifts etc complete as per specification and as directed by enginer of the workNo10160.010160.0264.0FalseNoneNoneFalseNoneFalse2682240.00
3012330100609NoneMR.Manufacturing, supplying and fixing wooden ward robe of 0.60m deep using 19mm thick vinyl bonded water proof block board shutters allround ward robe, lockable drawers with sliding channels, cupboard drapery hangers, curtain roads with end brackets, openable shutters with 19mm x 6mm thick plain teak wood beading, lipping 1.5mm thick commercial ply vertical support finished in approved 1.5mm lamination sheet of approved colour, shade and quality on all exposed surfaces. Inner surface painted with 2 coats of white synthetic enamel paint over 2 coats of patti, one coat of wood primer, including cost of brass fittings, parliamentary hinges, C handles, tower bolts, magnetic catches, approved brand lock, adhesives, synthetic resins, nails, screws etc., complete including cost of all materials, labour charges, complete as per specificationSqm12000.012000.0151.26FalseNoneNoneFalseNoneFalse1815120.00
17102465250000NoneNoneBuildingsWater Supply & Sanitary Works1452281.58
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3012331100610NoneVol-II I No. 13.33.6 Page No. 123Providing 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 50 mm nominal dia Pipesm757.05757.05179.0FalseNoneNoneFalseNoneFalse135511.950
3012332100610NoneVol-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 Pipesm390.6390.6150.0FalseNoneNoneFalseNoneFalse58590.00
3012333100610NoneVol-II I No. 13.33.3Providing 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 25 mm nominal dia Pipesm310.8310.845.0FalseNoneNoneFalseNoneFalse13986.00
3012334100610NoneVol-II I No. 13.32.2 I No. 122Providing 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. 20 mm nominal dia pipesm397.95397.95120.0FalseNoneNoneFalseNoneFalse47754.00
3012335100610NoneVol-5 I No. 11.15.6 Page No. 133Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 50 mm dia GM (Copper alloy) Gate valvesEach1772.41772.43.0FalseNoneNoneFalseNoneFalse5317.20
3012336100610NoneVol-5 I No. 11.15.3 Page No. 133Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 25 mm dia GM (Copper alloy) Gate valvesEach1227.451227.456.0FalseNoneNoneFalseNoneFalse7364.70
3012337100610NoneVol-II I No. 13.12 Page No. 119Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931No666.75666.7544.0FalseNoneNoneFalseNoneFalse29337.00
3012338100610NoneVol-II I No. 13.15 Page No. 119Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.No761.25761.2544.0FalseNoneNoneFalseNoneFalse33495.00
3012339100610NoneVol-I I No. 1.17.1 Page No. 10Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 mCum275.1275.177.4FalseNoneNoneFalseNoneFalse21292.740
3012340100610NoneVol-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 specificationsCum168.0168.077.4FalseNoneNoneFalseNoneFalse13003.20
3012341100610NoneVol-5 I No. 10.1.9 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 160mm dia., 6 kg/sqcm & class 3m648.9648.9130.0FalseNoneNoneFalseNoneFalse84357.00
3012342100610NoneVol-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 3m431.55431.55845.0FalseNoneNoneFalseNoneFalse364659.750
3012343100610NoneVol-5 I No. 10.1.5n 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 3m231.0231.0440.0FalseNoneNoneFalseNoneFalse101640.00
3012344100610NoneVol-II I No. 14.3.1 Page No. 131Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lidEach6275.856275.854.0FalseNoneNoneFalseNoneFalse25103.40
3012345100610NoneVol-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 restsEach5128.25128.226.0FalseNoneNoneFalseNoneFalse133333.20
3012346100610NoneApproved RateProviding and fixing Vkg Urinal Push Cock Vega -6212 (with all lead & lift charges)Each732.0732.018.0FalseNoneNoneFalseNoneFalse13176.00
3012347100610NoneVol-II I No. 13.8.2.2 Page No. 118Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal boreNo115.5115.544.0FalseNoneNoneFalseNoneFalse5082.00
3012348100610NoneVol-II I No. 14.6.1 Page No. 132Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : Single squatting plate with 5 litre P.V.C. automatic flushing cisternEach6951.06951.010.0FalseNoneNoneFalseNoneFalse69510.00
3012349100610NoneVol-II I No. 14.7.1 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 630x450 mm with a pair of 15 mm C.P. brass pillar tapsEach3236.13236.116.0FalseNoneNoneFalseNoneFalse51777.60
3012350100610NoneVol-II I no. 14.31 Page No. 136Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers completeEach1281.01281.06.0FalseNoneNoneFalseNoneFalse7686.00
3012351100610NoneDSR 2018-19 ,Pg.90 , It.no.12.113.2Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). - 12.5cms x 7.5cms.Each285.0285.026.0FalseNoneNoneFalseNoneFalse7410.00
3012352100610NoneVol-II I No. 14.29 Page No. 136Providing and fixing 100 mm sand cast Iron grating for gully trap.Each49.3549.3526.0FalseNoneNoneFalseNoneFalse1283.10
3012353100610NoneSl no-614, Page no-XXII, North Zone Dharwad 16-17Providing & fixing in position 75x75 mm PVC 'P' traps of self cleansing design with outlet size of 75 mm diameter of approved make, including making connection with PVC soil / waste pipes using rubber gaskets, embedding the trap in 150 mm thick PCC 1:2:4 and fixing of top tile & strainer of approved make on top of the trap etc., complete all as specified & directed 00 mm PVC 'P' traps. Material specification : P' trap : Prince/ Supreme / Amitex (with all lead & lift charges)No203.49203.4916.0FalseNoneNoneFalseNoneFalse3255.840
3012354100610NoneVol-II I no. 14.28.1.1 Page No. 136Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm diaEach79.879.821.0FalseNoneNoneFalseNoneFalse1675.80
3012355100610NoneDR.Removing of existing Slab near bath room and WC basin/ urinals and disposing areas it with all cost and conveyance labour for all items of work, HOM of equipment with all lead and lift, loading and unloading transportation charges and all incidental charges etc with all lead & lift chargesNo1000.01000.021.0FalseNoneNoneFalseNoneFalse21000.00
3012356100610NoneVol-5 I No. 10.9.8 Page No. 117Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC ElbowsEach317.1317.150.0FalseNoneNoneFalseNoneFalse15855.00
3012357100610NoneVol-II I No. 10.9.6 Page No. 117Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 75 mm dia PVC ElbowsEach201.6201.610.0FalseNoneNoneFalseNoneFalse2016.00
3012358100610NoneVol-5 I No. 10.10.8 page No. 117Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC TeeEach263.55263.5510.0FalseNoneNoneFalseNoneFalse2635.50
3012359100610NoneVol-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.Ltr9.459.4510000.0FalseNoneNoneFalseNoneFalse94500.00
3012360100610NoneVol-5 I No. 13.9.2 Page No. 150Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. 3.00 HP/2.2KW 15 STGEach22606.522606.51.0FalseNoneNoneFalseNoneFalse22606.50
3012361100610NoneVol-V I No. 13.38.3 Page No. 157Providing and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3.50x25 SqmEach590.1590.135.0FalseNoneNoneFalseNoneFalse20653.50
3012362100610NoneVol-II I No. 14.4.1 Page no. 131Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cisternEach4676.74676.78.0FalseNoneNoneFalseNoneFalse37413.60
17102465250000NoneNoneBuildingsElectrical1762786.0
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3012363100611NoneVol-6 I No. 1.1.1 Page No. 2Supplying 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. 19/20 mm dia 2 mm thickm69.069.0150.0FalseNoneNoneFalseNoneFalse10350.00
3012364100611NoneVol-6 I No. 1.1.2 Page No. 2Supplying 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 thickm81.081.01400.0FalseNoneNoneFalseNoneFalse113400.00
3012365100611NoneVol-6 I No. 1.1.3 Page No. 2Supplying 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.32 mm dia 2.5 mm thickm106.0106.0250.0FalseNoneNoneFalseNoneFalse26500.00
3012366100611NoneVol-6 I No. 1.3.1 page No. 2Supplying heavy gauge PVC Conduit Pipe . dia . mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thickm68.068.0330.0FalseNoneNoneFalseNoneFalse22440.00
3012367100611NoneVol-6 I No. 1.3.2 Page No. 2Supplying heavy gauge PVC Conduit Pipe . dia . mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thickm79.079.0950.0FalseNoneNoneFalseNoneFalse75050.00
3012368100611NoneVol-6 I no. 1.5.2 Page No. 3Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction boxEach56.056.0380.0FalseNoneNoneFalseNoneFalse21280.00
3012369100611NoneVol-6 I No. 1.13 Page No. 4Supplying And Fixing Metal Fan Box with Round Hook.No117.0117.095.0FalseNoneNoneFalseNoneFalse11115.00
3012370100611NoneVol-6 I No. 2.2.1 Page No. 5Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch boxPoint269.0269.0280.0FalseNoneNoneFalseNoneFalse75320.00
3012371100611NoneVol-6 I No. 2.2.2 Page No. 5Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch boxPoint379.0379.0280.0FalseNoneNoneFalseNoneFalse106120.00
3012372100611NoneVol-6 I No. 2.2.3 Page No. 5Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch boxPoint555.0555.0180.0FalseNoneNoneFalseNoneFalse99900.00
3012373100611NoneVol-6 I No. 2.3.2 Page No. 5Wiring 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 mm2m26.026.04100.0FalseNoneNoneFalseNoneFalse106600.00
3012374100611NoneVol-6 I no. 2.3.3 Page no. 5Wiring 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 mm2m42.042.01600.0FalseNoneNoneFalseNoneFalse67200.00
3012375100611NoneVol-6 I No. 2.3.4 Page No. 5Wiring 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 mm2m63.063.0750.0FalseNoneNoneFalseNoneFalse47250.00
3012376100611NoneVol-6 I No. 3.1.2 Page No. 7Supplying 6A flush type socket and 6 A flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3854 6A 3/5 WayEach147.0147.010.0FalseNoneNoneFalseNoneFalse1470.00
3012377100611NoneVol-6 I no. 3.4.2 page no. 8Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3 WayEach159.0159.033.0FalseNoneNoneFalseNoneFalse5247.00
3012378100611NoneVol-6 I No. 3.3.2 Page No. 8Supplying 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. 3 WayEach124.0124.05.0FalseNoneNoneFalseNoneFalse620.00
3012379100611NoneVol-6 I No. 3.3.5 page No. 8Supplying 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 WayEach219.0219.08.0FalseNoneNoneFalseNoneFalse1752.00
3012380100611NoneVol-6 I No. 3.3.6 Page No. 8Supplying 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. 10-12 WayEach261.0261.08.0FalseNoneNoneFalseNoneFalse2088.00
3012381100611NoneVol-6 I no. 3.3.7 Page No. 8Supplying 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., complete16 WayEach294.0294.022.0FalseNoneNoneFalseNoneFalse6468.00
3012382100611NoneVol-6 I no. 3.5.3 Page no. 8Supplying 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 ModuleEach175.0175.033.0FalseNoneNoneFalseNoneFalse5775.00
3012383100611NoneVol-6 I No. 3.5.2 Page No. 8Supplying 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 box3 ModuleEach161.0161.05.0FalseNoneNoneFalseNoneFalse805.00
3012384100611NoneVol-6 I No. 3.5.5 page No. 8Supplying 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 Each284.0284.08.0FalseNoneNoneFalseNoneFalse2272.00
3012385100611NoneVol-6 I No. 3.5.6 Page No. 8Supplying 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 ModuleEach344.0344.08.0FalseNoneNoneFalseNoneFalse2752.00
3012386100611NoneVol-6 I No. 3.5.7 page No. 8Supplying 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. 16 ModuleEach397.0397.022.0FalseNoneNoneFalseNoneFalse8734.00
3012387100611NoneVol-6 I No. 3.6.1 page No. 9Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way SwitchEach102.0102.0400.0FalseNoneNoneFalseNoneFalse40800.00
3012388100611NoneVol-6 I No. 3.6.3 page no. 9Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socketEach171.0171.040.0FalseNoneNoneFalseNoneFalse6840.00
3012389100611NoneVol-6 I No. 3.6.4 Page No. 9Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.Stepped Fan Regulator Two ModuleEach357.0357.095.0FalseNoneNoneFalseNoneFalse33915.00
3012390100611NoneVol-6 I No. 3.6.11 Page No 9Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone SocketEach156.0156.012.0FalseNoneNoneFalseNoneFalse1872.00
3012391100611NoneVol-6 I No. 12.19.4 page No. 49Supplying and fixing of Electronic Ballast suitable for T5 Lamp with housing made of Pre coated steel /PC, Operating voltage range from 180 V to 265 V 50 Hz AC power Supply flicker free warm start with over voltage protection, Inrush current protection, De activated lamp protection & End of Lamp life protection with PF 0.95 & TC (degC).Operating voltage range from 180V to 265V , 50Hz AC power Supply. 2x 24 WEach1734.01734.0186.0FalseNoneNoneFalseNoneFalse322524.00
3012392100611NoneVol-6 I no. 6.4.1 Page no. 30Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/19 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power upto 35 W +/- 10 %, Rated current As per IS:374/19, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 6.2 CMM / W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/2019 with latest amendment, 2year manufacturer Warranty. (BLDC fans) 48" Sweep 5 Star (1200 mm)Each2677.02677.095.0FalseNoneNoneFalseNoneFalse254315.00
3012393100611NoneVol-6 I No. 13.12 Page no. 57Extra length of GI pipe of class B 19mm dia for down rod.m197.0197.0295.0FalseNoneNoneFalseNoneFalse58115.00
3012394100611NoneVol-6 I No 13.7.1 Page No 56Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall/ ceiling / Rafter / GirdersEach122.0122.0186.0FalseNoneNoneFalseNoneFalse22692.00
3012395100611NoneVol-6 I No. 13.11 Page No. 56Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired.Each315.0315.095.0FalseNoneNoneFalseNoneFalse29925.00
3012396100611NoneVol-6 I No. 5.19.4 Page no. 18Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure I - Single Door 12 Way SP & NEach1863.01863.06.0FalseNoneNoneFalseNoneFalse11178.00
3012397100611NoneVol-6 I no 5.19.1 Page no. 18Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure I - Single Door 4 Way SP & NEach1241.01241.02.0FalseNoneNoneFalseNoneFalse2482.00
3012398100611NoneVol-6 I No. 5.18.1 Page No. 17Supplying & 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 SPEach415.0415.030.0FalseNoneNoneFalseNoneFalse12450.00
3012399100611NoneVol-6 I No. 5.18.8 Page no. 17Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 40 A TPNEach3044.03044.010.0FalseNoneNoneFalseNoneFalse30440.00
3012400100611NoneVol-6 I No. 5.18.9 Page No. 8Supplying & 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. 50-63 A TPNEach3088.03088.012.0FalseNoneNoneFalseNoneFalse37056.00
3012401100611NoneVol-6 I No. 12.46 Page No. 52Supplying & Fixing of 70-150 W lamp holder 2 PinNo63.063.030.0FalseNoneNoneFalseNoneFalse1890.00
3012402100611NoneVol-6 I No. 6.1 Page No. 30Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.Each1492.01492.06.0FalseNoneNoneFalseNoneFalse8952.00
3012403100611NoneVol-6 I No. 13.14 Page No. 57Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire.Each492.0492.06.0FalseNoneNoneFalseNoneFalse2952.00
3012404100611NoneVol-6 I No. 11.6.4 Page No. 45Supplying of recess mounting non integral type . LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. LED modular down light 2'x2' 40-42WEach5898.05898.010.0FalseNoneNoneFalseNoneFalse58980.00
3012405100611NoneVol-6 I No. 13.19 Page no. 58Fixing 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.Each490.0490.010.0FalseNoneNoneFalseNoneFalse4900.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17102465260000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17102465260000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17102465260001NoneNoneELIGIBILITYIt 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 submission.None
17102567660000NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end.None
17102567690000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17102567720000NoneNoneELIGIBILITYBidder 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 bidder.None
17102567750000NoneNoneELIGIBILITYAs per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund.None
17102567780000NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders.None
17102567810000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17102567840000NoneNoneELIGIBILITYThe Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification.None
17102567870000NoneNoneELIGIBILITYFinancial 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
17102567900000NoneNoneELIGIBILITYThe 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 of technical Bids for physical verification.None
17102567930000NoneNoneELIGIBILITYThe tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the BidderNone
17102567960000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reason.None
17102567980000NoneNoneELIGIBILITYThe defect liability period for this work is 365 daysNone
17102568010000NoneNoneELIGIBILITYThe Department is not responsible for any delay in accessing kppp portal.None
17102568040000NoneNoneELIGIBILITYThe rates of all the items appeared in Bill of Quantities are inclusive of all leads and liftsNone
17102568060000NoneNoneELIGIBILITYThe contractor shall bound to comply the prevailing rules and regulations with regard to the EPF rules and any modifications before and after execution of agreementNone
17102568090000NoneNoneELIGIBILITYAfter the award of the contract, the contractor has to furnish the details in respect of labour employed and the EPF details for this work in every RA bill.None
17102568120000NoneNoneELIGIBILITYBidders are advised to note that , 18% GST will be added to the contract amount.None
17102568240000NoneNoneELIGIBILITYFinancial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24 in the Technical Qualification Criteria mentioned in the next section.None
17102568270000NoneNoneELIGIBILITYThe bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected.None
17102568310000NoneNoneELIGIBILITYf the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause.None
17102568340000NoneNoneELIGIBILITYThe work should be completed in 11 (Eleven) Months ( including monsoon)None
17102568370000NoneNoneELIGIBILITYThe star rates inrespect of specified materials ( Cement, Steel and Bitumen) shall be payable as per CIRCULAR NO.PWD 159 CRM 2009 Bangalore Dated 30.09.2010None
17102568400000NoneNoneELIGIBILITYIn respect of work costing more than Rs. 1.00 crore, the contractor shall establish field laboratory at his cost with requisite equipment or as stipulated in the Agreement.None
17102568520001NoneNoneELIGIBILITYThe Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of the IFT for this particular work.The Earnest Money Deposit Rs 10,17,000.00 Through e-payment OR it shall be in two parts. Part 1 Rs. 1,00,000 by epayment. Part 2 Rs 9,17,000 EMD shall be in favour of Executive Engineer PWD Division, Sedam , and may be in the form of Bankers Cheque/ Demand Draft/ Pay Order in favour of Executive Engineer, PWD Division, Sedam, payable at Sedam or cash orSpecified Small Savings Instruments pledged to the Executive Engineer, PWD Department, Sedam Division, Sedam or Bank Guarantee in the prescribed format obtained from any Nationalised/ Scheduled bank. The Part(2) of the EMD shall be delivered to the Executive Engineer before the prescribed date and time of opening of the technical Bids. Scanned Original of the The Part 2 of the EMD shall be uploaded alongwith the technical BidNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 b) Satisfactorily completed, as prime contractor, at least one similar work such as Building Work of value not less than Rs. 338.94 LakhsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20 2020-21, 2021-22 & 2022-23 c) Executed in any one year, the following minimum quantities of work: 1) Stone masonry/ Brick masonry 871.64 Cum, 2) PCC/RCC 781.632 Cum 3) Flooring 2222.648 Sqm, 4) Plastering 10211.36 Sqm 5) TMT FE 550 / 550D Steel Reinforcement 98.54 TonnePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNonea) Excavator JCB/Hitachi 1 Nos own or Lease b) Conerete Batch Mix Plant or Rotavator of suitable specification 1 Nos own or Lease c) Transit mixers 1 No. Own or Lease or Hire, d) Shuttering Materials - 2000 sqm 1000 Sqm.own and 1000 Sqm. Lease or Hire. e) Tippers 4Nos. 2 Nos.own and 2 Nos. Lease or Hire. f) Water Tanker 2Nos LeaseCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format-8 and scanned copies of the owership Documents & Hire commitment Agreements
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 1355.75 Lakhs.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid Assets and /or availability of credit facilities of no less than Rs. 184.88 Lakhs (Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etcFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneReport on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- ITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneLatest Income Tax Clearance CertificateFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
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 turn over of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24)Othersformat
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Statement on the Letter Head of the
NoneNoneNoneNoneAssessed Tender Capacity shall be more than the Tendered AmountOthersBid Capacity
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Assessement on the Letter Head of the Tenderer
NoneNoneNoneNoneConstitutional or Legal Status of the TendererOthersPWD Registration Certificate (Class I/II/III/IV)
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneBanker Details for referenceOthersformat
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Banker Details
NoneNoneNoneNoneInformation of the works for which Tender acceptance letters are received.Othersformat
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format-6 and Letter of Acceptance
NoneNoneNoneNoneInformation on works which are yet to be completedOthersformat
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format-5 and Certificates in Format-3
NoneNoneNoneNoneThe proposed methodology and program 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 the work as per technical specifications within the stipulated period of completion.OthersCPM/PERT Chart
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- CPM/PERT Chart
NoneNoneNoneNoneInformation of the works for which Tenderer has submitted Tender.Othersformat
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Information in Format-7
NoneNoneNoneNoneValue at 2023-24 price level, of existing commitments and on-going works to be executed during the next 06 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished).Othersformat
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Statement on the Letter head of the tenderer
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Contractors KPWD Civil Registration CertificateTrueTechnical Bid
Annual Turnover certificate having UDIN numberTrueTechnical Bid
Similar nature of work done 50percent of APTTrueTechnical Bid
Line of CreditTrueTechnical Bid
Machinery DocumentsTrueTechnical Bid
Minimum quantities executedTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1710323804000
version0
createdDateNone
modifiedDateNone
blockNumberPWD DIVISION OFFICE
streetNone
citySEDAM
stateKarnataka
pin585222
tenderRecallDTONone