| 1718698296000 | 1 | None | None | Buildings | Construction of TMC Office Building in TMC MUNAVALLI limits under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project. | 8050344.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3301155 | 115079 | None | I No.1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications.-do- (ii). By Mechanical Means using dozer : A. In area of Light jungle (Vol 3, Page No. 07, I.No. 2.5.(ii).A). | ha | 165946.2 | 165946.2 | 0.025 | False | None | None | False | None | False | 4148.655 | 0 | | 3301156 | 115079 | None | I No.2 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In All Types of Soil Depth Upto 3Mtrs (Vol 1, Page No. 8, I.No. 1.14.1). | Cum | 76.65 | 76.65 | 313.95 | False | None | None | False | None | False | 24064.2675 | 0 | | 3301157 | 115079 | None | I No.3 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. (Vol 2, Page No. 05, I.No. 4.1). | Sqm | 99.75 | 99.75 | 292.5639 | False | None | None | False | None | False | 29183.249025 | 0 | | 3301158 | 115079 | None | I No.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4) | Cum | 6014.4 | 6014.4 | 68.6174 | False | None | None | False | None | False | 412692.49056 | 0 | | 3301159 | 115079 | None | I No.5 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) (Volume 2 Page No 9-Item No 5.1) - | Cum | 4987.5 | 4987.5 | 28.6619 | False | None | None | False | None | False | 142951.22625 | 0 | | 3301160 | 115079 | None | I No.6 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol. 2, P.No. 9, I.No. 5.4) | Cum | 5619.6 | 5619.6 | 16.3782 | False | None | None | False | None | False | 92038.93272 | 0 | | 3301161 | 115079 | None | I No.7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol. 1, P.No. 7, I.No. 1.9) | Cum | 214.2 | 214.2 | 441.7766 | False | None | None | False | None | False | 94628.54772 | 0 | | 3301162 | 115079 | None | I No.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8) | Cum | 7024.5 | 7024.5 | 81.8791 | False | None | None | False | None | False | 575159.73795 | 0 | | 3301163 | 115079 | None | I No.9 | Providing 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. (Vo. 2, P. No.14, I. No 6.14) | Sqm | 938.7 | 938.7 | 31.515 | False | None | None | False | None | False | 29583.1305 | 0 | | 3301164 | 115079 | None | I No.10 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.4.3) | Cum | 6291.6 | 6291.6 | 87.6397 | False | None | None | False | None | False | 551393.93652 | 0 | | 3301165 | 115079 | None | I No.11 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Footing Works Isolated Foundation @ 08 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 1.a) | Cum | 503.33 | 503.33 | 75.7193 | False | None | None | False | None | False | 38111.795269 | 0 | | 3301166 | 115079 | None | I No.12 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Form Works Plinth Beams of Buildings @ 50 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No. 1a) | Cum | 3145.8 | 3145.8 | 11.9205 | False | None | None | False | None | False | 37499.5089 | 0 | | 3301167 | 115079 | None | I No.13 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.2) | Cum | 6495.3 | 6495.3 | 88.3775 | False | None | None | False | None | False | 574038.37575 | 0 | | 3301168 | 115079 | None | I No.14 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Form Works Columns of Building @ 70 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 08) | Cum | 4546.71 | 4546.71 | 13.8414 | False | None | None | False | None | False | 62932.831794 | 0 | | 3301169 | 115079 | None | I No.15 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Form Works Beams & Lintel of Building @ 60 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 115, Sl. No 12) | Cum | 3897.18 | 3897.18 | 29.7169 | False | None | None | False | None | False | 115812.108342 | 0 | | 3301170 | 115079 | None | I No.16 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Form Works Roof Slab of Building @ 50 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 116, Sl. No 13) | Cum | 3247.65 | 3247.65 | 44.8192 | False | None | None | False | None | False | 145557.07488 | 0 | | 3301171 | 115079 | None | I No.17 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol. 2, P.No. 84, I.No. 11.32) | Kg | 96.6 | 96.6 | 17601.7203 | False | None | None | False | None | False | 1700326.18098 | 0 | | 3301172 | 115079 | None | I No.18 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.(Volume 2 Page No 85 Item No 11.34B) | Kg | 150.15 | 150.15 | 1126.9125 | False | None | None | False | None | False | 169205.911875 | 0 | | 3301173 | 115079 | None | I No.19 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (Vol.2, P.No.100, I.No. 12.12) | Cum | 79111.2 | 79111.2 | 0.7281 | False | None | None | False | None | False | 57600.86472 | 0 | | 3301174 | 115079 | None | I No.20 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot 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.35 mm thick one side teak and one side commercial (Vol.2, P.No.106, I.No. 12.57.5) | Sqm | 3617.25 | 3617.25 | 24.48 | False | None | None | False | None | False | 88550.28 | 0 | | 3301175 | 115079 | None | I No.21 | Providing & fixing of 3-track x 2-panel sliding windows made out of multichambered UPVC (Matching to RAL-9016) sections and with minimumTiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer)and lead free, gaskets -grey colour having isolated drainage andreinforced with Galvanized Iron profile through-out the window frame.The outer frame having an overall size of 108mm width x 45mmheightwith reinforcement of 1mm thickness and Sash with overall size of 39mmx 75mm with GI reinforcement of 2mm and mesh sash of size 37mmx 58mm. Coextruded Glazing bead for fixing of glass shall be of size20mm x 24 mm. Windows shall be provided with6mm plain float glass,standard hardware& Multi point locking system with touch lock. Wallthickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x2200mm. (The cost is inclusive of all fixtures andseparate charges for minor T&P's shall not be made). (Vol.2, P.No.112, I.No. 12.90) | Sqm | 7602.0 | 7602.0 | 26.325 | False | None | None | False | None | False | 200122.65 | 0 | | 3301176 | 115079 | None | I No.22 | Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass.Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). (Vol.2, P.No.75, I.No. 11.3) | Sqm | 5113.5 | 5113.5 | 11.8125 | False | None | None | False | None | False | 60403.21875 | 0 | | 3301177 | 115079 | None | I No.23 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.. - Borewell depth of 200 to 250 m (Vol.2, P.No.105, I.No. 12.54) | m | 498.75 | 498.75 | 4.725 | False | None | None | False | None | False | 2356.59375 | 0 | | 3301178 | 115079 | None | I No.24 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3nos of 75mm Aluminium hinges. 12.55.1 -do- with both side prelam. (Vol.2, P.No.106, I.No. 12.55.1) | Sqm | 3993.15 | 3993.15 | 4.725 | False | None | None | False | None | False | 18867.63375 | 0 | | 3301179 | 115079 | None | I No.25 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.. (Vol.2, P.No.75, I.No. 11.3) | Sqm | 6891.15 | 6891.15 | 5.67 | False | None | None | False | None | False | 39072.8205 | 0 | | 3301180 | 115079 | None | I No.26 | Fixing 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. (Vol. 2, P.No. 105, I.No. 12.51) | Nos | 1559.25 | 1559.25 | 9.0 | False | None | None | False | None | False | 14033.25 | 0 | | 3301181 | 115079 | None | I No.27 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Volume 2 Page No 41 Item No. 8.1.1) | Sqm | 223.65 | 223.65 | 641.5178 | False | None | None | False | None | False | 143475.45597 | 0 | | 3301182 | 115079 | None | I No.28 | Providing 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. (Vol.2, P.No.42, I.No.8.8) | Sqm | 322.35 | 322.35 | 392.9399 | False | None | None | False | None | False | 126664.176765 | 0 | | 3301183 | 115079 | None | I No.29 | Extra 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 Engineerin- Charge. (Vol. 2, P.No. 43, I.No. 8.12) | Sqm | 53.55 | 53.55 | 392.9399 | False | None | None | False | None | False | 21041.931645 | 0 | | 3301184 | 115079 | None | I No.30 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Vol. 2, P.No. 41, I.No. 8.2.1) | Sqm | 260.4 | 260.4 | 31.6125 | False | None | None | False | None | False | 8231.895 | 0 | | 3301185 | 115079 | None | I No.31 | Providing Neat cement punning 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. (Vol. 2, P.No. 43, I.No. 8.11) | Sqm | 53.55 | 53.55 | 344.8493 | False | None | None | False | None | False | 18466.680015 | 0 | | 3301186 | 115079 | None | I No.32 | Forming 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: 10mm to 15 mm wide and 8 mm deep groove. (Vol. 2, P.No. 54, I.No. 8.79) | Rmtr | 42.0 | 42.0 | 328.8 | False | None | None | False | None | False | 13809.6 | 0 | | 3301187 | 115079 | None | I No.33 | Providing 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. (Vol. 2, P.No. 65, I.No. 9.39) | Sqm | 1088.85 | 1088.85 | 31.6125 | False | None | None | False | None | False | 34421.270625 | 0 | | 3301188 | 115079 | None | I No.34 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. (Vol. 2, P.No. 63, I.No. 9.24) | Sqm | 3013.5 | 3013.5 | 327.2423 | False | None | None | False | None | False | 986144.67105 | 0 | | 3301189 | 115079 | None | I No.35 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (Vol. 2, P.No. 60, I.No. 9.11) | Sqm | 800.1 | 800.1 | 9.0 | False | None | None | False | None | False | 7200.9 | 0 | | 3301190 | 115079 | None | I No.36 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Volume 2 Page No 50 Item No 8.51) | Sqm | 87.15 | 87.15 | 641.5178 | False | None | None | False | None | False | 55908.27627 | 0 | | 3301191 | 115079 | None | I No.37 | Wall 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.(Volume 2 Page No. 48 Item No 8.39) | Sqm | 99.75 | 99.75 | 641.5178 | False | None | None | False | None | False | 63991.40055 | 0 | | 3301192 | 115079 | None | I No.38 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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.(Volume 2 Page No. 46 Item No 8.32) | Sqm | 117.6 | 117.6 | 392.9399 | False | None | None | False | None | False | 46209.73224 | 0 | | 3301193 | 115079 | None | I No.39 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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. ( Volume 2 Page No 47 Item No 8.34.1) | Sqm | 43.05 | 43.05 | 135.675 | False | None | None | False | None | False | 5840.80875 | 0 | | 3301194 | 115079 | None | I No.40 | Painting 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.( Volume 2 Page No 48 Item No 8.41) | Sqm | 136.5 | 136.5 | 135.675 | False | None | None | False | None | False | 18519.6375 | 0 | | 3301195 | 115079 | None | I No.41 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(Volume 2 Page No 83 Item No 11.28) | Kg | 525.0 | 525.0 | 159.496 | False | None | None | False | None | False | 83735.4 | 0 | | 3301196 | 115079 | None | I No.42 | Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.. ( Volume 2 Page No 47 Item No 8.34.1) | Sqm | 603.75 | 603.75 | 283.8193 | False | None | None | False | None | False | 171355.902375 | 0 | | 3301197 | 115079 | None | I No.43 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. ( Vol. 2, Page No 64, Item No 9.32) | Sqm | 1202.25 | 1202.25 | 75.817 | False | None | None | False | None | False | 91150.98825 | 0 | | 3301198 | 115079 | None | I No.44 | 401 B By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material ( Vol. 3, Page No 19, Item No 4.2(v)) | Cum | 2345.7 | 2345.7 | 11.344 | False | None | None | False | None | False | 26609.6208 | 0 | | 3301199 | 115079 | None | I No.45 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. 125x65x2.12mm (SR. 2021-22, Vol 2, Page No. 107, Item No.12.68.1) | Nos | 39.9 | 39.9 | 48.0 | False | None | None | False | None | False | 1915.2 | 0 | | 3301200 | 115079 | None | I No.46 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm (SR. 2021-22, Vol 2, Page No. 108, Item No.12.73.1) | Nos | 31.5 | 31.5 | 48.0 | False | None | None | False | None | False | 1512.0 | 0 | | 3301201 | 115079 | None | I No.47 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (SR. 2021-22, Vol 2, Page No. 107, Item No.12.63) | Nos | 115.5 | 115.5 | 24.0 | False | None | None | False | None | False | 2772.0 | 0 | | 3301202 | 115079 | None | I No.48 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete (SR. 2021-22, Vol 2, Page No. 107, Item No.12.58) | Nos | 114.45 | 114.45 | 12.0 | False | None | None | False | None | False | 1373.4 | 0 | | 3301203 | 115079 | None | I No.49 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (SR. 2021-22, Vol 2, Page No. 107, Item No.12.62) | Nos | 183.75 | 183.75 | 24.0 | False | None | None | False | None | False | 4410.0 | 0 | | 3301204 | 115079 | None | I No.50 | Providing 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.(SR. 2021-22, Vol 2, Page No. 107, Item No.12.60) | Nos | 873.6 | 873.6 | 12.0 | False | None | None | False | None | False | 10483.2 | 0 | | 3301205 | 115079 | None | I No.51 | Providing 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 and tesing of joints complete as per direction of Engineer in charge . External Work, 40 mm nominal dia pipes. (SR. 2021-22, 01st Corrigendum dated 21-04-2022, Vol 2, Item No.13.33.5) | m | 492.45 | 492.45 | 40.0 | False | None | None | False | None | False | 19698.0 | 0 | | 3301206 | 115079 | None | I No.52 | Providing 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 and tesing of joints complete as per direction of Engineer in charge . External Work, 25 mm nominal dia pipes. (SR. 2021-22, 01st Corrigendum dated 21-04-2022, Vol 2, Item No.13.33.3) | m | 313.95 | 313.95 | 50.0 | False | None | None | False | None | False | 15697.5 | 0 | | 3301207 | 115079 | None | I No.53 | Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, imcluding 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 tesing of joints complete as per direction of Engineer in charge . Concealed Work, including cutting chases and making good the wall etc. 20 mm nominal dia pipes. (SR. 2021-22, 01st Corrigendum dated 21-04-2022, Vol 2, Item No.13.32.2) | m | 391.65 | 391.65 | 30.0 | False | None | None | False | None | False | 11749.5 | 0 | | 3301208 | 115079 | None | I No.54 | KSRB 13-11 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 : 1996 marked with cover and suitable locking arrangements, making necessary holes of inlet, outlet and over flow pipes,but without fittings and the base support for tank. (SR. 2021-22, 01st Corrigendum dated 21-04-2022, Vol 2, Item No.13.34) | Ltr | 8.4 | 8.4 | 2000.0 | False | None | None | False | None | False | 16800.0 | 0 | | 3301209 | 115079 | None | I No.55 | Providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length - 20 mm nominal bore (SR. 2021-22, Vol 2, Pg no 116, I no.13.8.2.2) | Set | 133.35 | 133.35 | 4.0 | False | None | None | False | None | False | 533.4 | 0 | | 3301210 | 115079 | None | I No.56 | 13.2 Providing and fixing brass bib cock of approved quality :13.2.2 20 mm nominal bore (SR. 2021-22, Vol 2, Pg no 115, I no.13.2.2) | Each | 362.25 | 362.25 | 8.0 | False | None | None | False | None | False | 2898.0 | 0 | | 3301211 | 115079 | None | I No.57 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore (SR. 2021-22, Vol 2, Pg no 115, I no.13.4.3) | Each | 715.05 | 715.05 | 4.0 | False | None | None | False | None | False | 2860.2 | 0 | | 3301212 | 115079 | None | I No.58 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore (SR. 2021-22, Vol 2, Pg no 115, I no.13.4.1) | Each | 554.4 | 554.4 | 4.0 | False | None | None | False | None | False | 2217.6 | 0 | | 3301213 | 115079 | None | I No.59 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm (PWD SR W.S & UGD Vol-2 2021-22; P.No.128; I. No.14.32.2) | Each | 912.45 | 912.45 | 3.0 | False | None | None | False | None | False | 2737.35 | 0 | | 3301214 | 115079 | None | I No.60 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - All kinds of soils. Depth upto 1.50 m (SR . 2021-22, Vol 1, Pg no.06, I no.1.6.1) | Cum | 493.5 | 493.5 | 16.5 | False | None | None | False | None | False | 8142.75 | 0 | | 3301215 | 115079 | None | I No.61 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and reparing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete sa as to make it leak proof. (Volume 2 Page No Corri Item No.13.37) | Each | 255.15 | 255.15 | 6.0 | False | None | None | False | None | False | 1530.9 | 0 | | 3301216 | 115079 | None | I No.62 | Cutting holes upto 30x30 cm in walls including making good the same : with common burnt clay F.P.S (non modular Bricks). (Volume 2 Page No Corri-Item No.13.36) | Each | 279.3 | 279.3 | 12.0 | False | None | None | False | None | False | 3351.6 | 0 | | 3301217 | 115079 | None | I No.63 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 1.7 M010H PVC pipes 140mm dia., 6 kg/sqcm & class 3 (SR . 2021-22, Vol 5, Pg no 134, I no.1.8) | m | 697.63 | 697.63 | 50.0 | False | None | None | False | None | False | 34881.5 | 0 | | 3301218 | 115079 | None | I No.64 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 1.7 M010G PVC pipes 110mm dia., 6 kg/sqcm & class 3 (SR . 2021-22, Vol 5, Pg no 134, I no.1.7) | m | 484.77 | 484.77 | 44.5 | False | None | None | False | None | False | 21572.265 | 0 | | 3301219 | 115079 | None | I No.65 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: 1.7 M010F PVC pipes 90mm dia., 6 kg/sqcm & class 3 (SR . 2021-22, Vol 5, Pg no 134, I no.1.6) | m | 345.74 | 345.74 | 18.0 | False | None | None | False | None | False | 6223.32 | 0 | | 3301220 | 115079 | None | I No.66 | Providing and fixing trap of self cleaning design with screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors, 100mm inlet and 100mm outlet , Sand Cast Iron S&S as per IS:1729 (SR. 2021-22, 1st Corrigendum dated 21-04-2022, Vol 2, Item No.13.42) | Set | 1013.25 | 1013.25 | 6.0 | False | None | None | False | None | False | 6079.5 | 0 | | 3301221 | 115079 | None | I No.67 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe - 40 mm dia (SR. 2021-22, Vol 2, Pg no 128, I no.14.28.2.2) | Each | 228.9 | 228.9 | 3.0 | False | None | None | False | None | False | 686.7 | 0 | | 3301222 | 115079 | None | I No.68 | Providing and fixing 100 mm sand cast Iron grating for gully trap (SR. 2021-22, Vol 2, Pg no 128, I no.14.29) | Each | 215.25 | 215.25 | 3.0 | False | None | None | False | None | False | 645.75 | 0 | | 3301223 | 115079 | None | I No.69 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover (SR. 2021-22, Vol 5, Pg no 187, I no.9) | Each | 5225.85 | 5225.85 | 6.0 | False | None | None | False | None | False | 31355.1 | 0 | | 3301224 | 115079 | None | I No.70 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (SR. 2021-22, Vol 2, Pg no 125, I no.14.7A) | Each | 3778.95 | 3778.95 | 3.0 | False | None | None | False | None | False | 11336.85 | 0 | | 3301225 | 115079 | None | I No.71 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid (SR. 2021-22, Vol 2, Pg no 123, I no.14.2.1) | Each | 4227.3 | 4227.3 | 3.0 | False | None | None | False | None | False | 12681.9 | 0 | | 3301226 | 115079 | None | I No.72 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In All Types of Soil Depth Upto 3Mtrs (Vol 1, Page No. 8, I.No. 1.14.1). | Cum | 76.65 | 76.65 | 27.0 | False | None | None | False | None | False | 2069.55 | 0 | | 3301227 | 115079 | None | I No.73 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4) | Cum | 6014.4 | 6014.4 | 1.3138 | False | None | None | False | None | False | 7901.71872 | 0 | | 3301228 | 115079 | None | I No.74 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8) | Cum | 7024.5 | 7024.5 | 5.5973 | False | None | None | False | None | False | 39318.23385 | 0 | | 3301229 | 115079 | None | I No.75 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol. 1, P.No. 7, I.No. 1.9) | Cum | 214.2 | 214.2 | 12.636 | False | None | None | False | None | False | 2706.6312 | 0 | | 3301230 | 115079 | None | I No.76 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Volume 2 Page No 41 Item No. 8.1.1) | Sqm | 223.65 | 223.65 | 54.512 | False | None | None | False | None | False | 12191.6088 | 0 | | 3301231 | 115079 | None | I No.77 | Extra 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 Engineerin- Charge. (Vol. 2, P.No. 43, I.No. 8.12) | Sqm | 53.55 | 53.55 | 54.512 | False | None | None | False | None | False | 2919.1176 | 0 | | 3301232 | 115079 | None | I No.78 | Providing Neat cement punning 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. (Vol. 2, P.No. 43, I.No. 8.11) | Sqm | 53.55 | 53.55 | 54.512 | False | None | None | False | None | False | 2919.1176 | 0 | | 3301233 | 115079 | None | I No.79 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.2) | Cum | 6495.3 | 6495.3 | 1.6457 | False | None | None | False | None | False | 10689.31521 | 0 | | 3301234 | 115079 | None | I No.80 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Form Works Roof Slab @ 50 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 116, Sl. No 13) | Cum | 3247.65 | 3247.65 | 1.6457 | False | None | None | False | None | False | 5344.657605 | 0 | | 3301235 | 115079 | None | I No.81 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol. 2, P.No. 84, I.No. 11.32) | Kg | 96.6 | 96.6 | 131.6592 | False | None | None | False | None | False | 12718.27872 | 0 | | 3301236 | 115079 | None | I No.82 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. includingpainting with anticorrosive approved paint etc. complete including all lead and lifts etc. complete (for RCC over head tank and G.L.S.R.) (Vol. 5, P.No. 111, I.No. 13, SOR Code H140A) | Each | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 | | 3301237 | 115079 | None | I No.83 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. 2 HP, Size 65x50 Head 13M, Discharge 462 LPM ( Volume 5 Page No 164 Item No P440A) | Each | 16196.25 | 16196.25 | 1.0 | False | None | None | False | None | False | 16196.25 | 0 | | 3301238 | 115079 | None | I No.84 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In All Types of Soil Depth Upto 3Mtrs (Vol 1, Page No. 8, I.No. 1.14.1). | Cum | 76.65 | 76.65 | 37.4181 | False | None | None | False | None | False | 2868.097365 | 0 | | 3301239 | 115079 | None | I No.85 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 15 Item No 2.1.4) | Cum | 6014.4 | 6014.4 | 1.6556 | False | None | None | False | None | False | 9957.44064 | 0 | | 3301240 | 115079 | None | I No.86 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(Volume 2 Page No 14 Item No. 6.8) | Cum | 7024.5 | 7024.5 | 9.7272 | False | None | None | False | None | False | 68328.7164 | 0 | | 3301241 | 115079 | None | I No.87 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol. 1, P.No. 7, I.No. 1.9) | Cum | 214.2 | 214.2 | 13.536 | False | None | None | False | None | False | 2899.4112 | 0 | | 3301242 | 115079 | None | I No.88 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Volume 2 Page No 41 Item No. 8.1.1) | Sqm | 223.65 | 223.65 | 70.568 | False | None | None | False | None | False | 15782.5332 | 0 | | 3301243 | 115079 | None | I No.89 | Extra 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 Engineerin- Charge. (Vol. 2, P.No. 43, I.No. 8.12) | Sqm | 53.55 | 53.55 | 70.568 | False | None | None | False | None | False | 3778.9164 | 0 | | 3301244 | 115079 | None | I No.90 | Providing Neat cement punning 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. (Vol. 2, P.No. 43, I.No. 8.11) | Sqm | 53.55 | 53.55 | 70.568 | False | None | None | False | None | False | 3778.9164 | 0 | | 3301245 | 115079 | None | I No.91 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Volume 1 Page No 17-Item No 2.5.2) | Cum | 6495.3 | 6495.3 | 2.1972 | False | None | None | False | None | False | 14271.47316 | 0 | | 3301246 | 115079 | None | I No.92 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Form Works Roof Slab @ 50 %. ( 3rd Corrigendum dated 01-09-2022, Vol 1, Page No 116, Sl. No 13) | Cum | 3247.65 | 3247.65 | 2.1972 | False | None | None | False | None | False | 7135.73658 | 0 | | 3301247 | 115079 | None | I No.93 | Providing Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol. 2, P.No. 84, I.No. 11.32) | Kg | 96.6 | 96.6 | 175.7786 | False | None | None | False | None | False | 16980.21276 | 0 | | 3301248 | 115079 | None | I No.94 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. includingpainting with anticorrosive approved paint etc. complete including all lead and lifts etc. complete (for RCC over head tank and G.L.S.R.) (Vol. 5, P.No. 111, I.No. 13, SOR Code H140A) | Each | 2216.55 | 2216.55 | 2.0 | False | None | None | False | None | False | 4433.1 | 0 | | 3301249 | 115079 | None | I No.95 | Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.2.1) | m | 61.0 | 61.0 | 120.0 | False | None | None | False | None | False | 7320.0 | 0 | | 3301250 | 115079 | None | I No.96 | Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 100 x 75 x 65 mm (PWD SR Electrical -2022-23 Part-I pg.no-1 Item -1.4.2) | Sqmm | 112.0 | 112.0 | 8.0 | False | None | None | False | None | False | 896.0 | 0 | | 3301251 | 115079 | None | I No.97 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.2) | m | 26.0 | 26.0 | 60.0 | False | None | None | False | None | False | 1560.0 | 0 | | 3301252 | 115079 | None | I No.98 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm (PWD SR Electrical -2022-23 Part-I pg.no-3 Item -2.3.3) | m | 40.0 | 40.0 | 120.0 | False | None | None | False | None | False | 4800.0 | 0 | | 3301253 | 115079 | None | I No.99 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS-694:2010. 4C x 1.5 mm2 (PWD SR Electrical -2022-23 Part-I pg.no-4, Item -2.5.3) | m | 88.0 | 88.0 | 25.0 | False | None | None | False | None | False | 2200.0 | 0 | | 3301254 | 115079 | None | I No.100 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short Point (PWD SR Electrical -2022-23 Part-I pg.no-2, Item -2.1.1) | Each | 276.0 | 276.0 | 5.0 | False | None | None | False | None | False | 1380.0 | 0 | | 3301255 | 115079 | None | I No.101 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium Point (PWD SR Electrical -2022-23 Part-I pg.no-3, Item -2.1.2) | Each | 386.0 | 386.0 | 8.0 | False | None | None | False | None | False | 3088.0 | 0 | | 3301256 | 115079 | None | I No.102 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long Point (PWD SR Electrical -2022-23 Part-I pg.no-3, Item -2.1.3) | Each | 567.0 | 567.0 | 7.0 | False | None | None | False | None | False | 3969.0 | 0 | | 3301257 | 115079 | None | I No.103 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. 100 A 25 kA - 3 Pole (PWD SR Electrical -2022-23 Part-I pg.no-12 Item -5.14.1) | Each | 5641.0 | 5641.0 | 1.0 | False | None | None | False | None | False | 5641.0 | 0 | | 3301258 | 115079 | None | I No.104 | Supplying & 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 SP (PWD SR Electrical -2022-23 Part-I pg.no-13 Item -5.17.1) | Each | 523.0 | 523.0 | 6.0 | False | None | None | False | None | False | 3138.0 | 0 | | 3301259 | 115079 | None | I No.105 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.3.4) | Each | 195.0 | 195.0 | 7.0 | False | None | None | False | None | False | 1365.0 | 0 | | 3301260 | 115079 | None | I No.106 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.4.5) | Each | 277.0 | 277.0 | 2.0 | False | None | None | False | None | False | 554.0 | 0 | | 3301261 | 115079 | None | I No.107 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.5.5) | Each | 363.0 | 363.0 | 7.0 | False | None | None | False | None | False | 2541.0 | 0 | | 3301262 | 115079 | None | I No.108 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 Module (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.5.4) | Each | 302.0 | 302.0 | 2.0 | False | None | None | False | None | False | 604.0 | 0 | | 3301263 | 115079 | None | I No.109 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch (PWD SR Electrical -2022-23 Part-I pg.no-5 Item -3.6.10) | Each | 375.0 | 375.0 | 1.0 | False | None | None | False | None | False | 375.0 | 0 | | 3301264 | 115079 | None | I No.110 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 16 A (PWD SR Electrical -2022-23 Part-I pg.no-10 Item -5.7.1) | Each | 125.0 | 125.0 | 3.0 | False | None | None | False | None | False | 375.0 | 0 | | 3301265 | 115079 | None | I No.111 | Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 20/22 W (PWD SR Electrical -2022-23 Part-I pg.no-34 Item -11.3.2) | Each | 740.0 | 740.0 | 12.0 | False | None | None | False | None | False | 8880.0 | 0 | | 3301266 | 115079 | None | I No.112 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. (PWD SR Electrical -2022-23 Part-I pg.no-45 Item -13.7.1) | Each | 119.0 | 119.0 | 12.0 | False | None | None | False | None | False | 1428.0 | 0 | | 3301267 | 115079 | None | I No.113 | Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on230V 50Hz, AC Supply. (PWD SR Electrical -2022-23 Part-I pg.no-22 Item -6.1) | Each | 1542.0 | 1542.0 | 3.0 | False | None | None | False | None | False | 4626.0 | 0 | | 3301268 | 115079 | None | I No.114 | Fixing 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. (PWD SR Electrical -2022-23 Part-I pg.no-46 Item -13.14) | Each | 432.0 | 432.0 | 3.0 | False | None | None | False | None | False | 1296.0 | 0 | | 3301269 | 115079 | None | I No.115 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system." 56" Sweep (1400 mm) Regular model. (PWD SR Electrical -2022-23 Part-I pg.no-22 Item -6.3.2) | Each | 2170.0 | 2170.0 | 11.0 | False | None | None | False | None | False | 23870.0 | 0 | | 3301270 | 115079 | None | I No.116 | Electronic stepped regulator. (PWD SR Electrical -2022-23 Part-I pg.no-06 Item -3.14.15) | Each | 221.0 | 221.0 | 11.0 | False | None | None | False | None | False | 2431.0 | 0 | | 3301271 | 115079 | None | I No.117 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket (PWD SR Electrical -2022-23 Part-I pg.no-05 Item -3.6.3) | Each | 162.0 | 162.0 | 8.0 | False | None | None | False | None | False | 1296.0 | 0 | | 3301272 | 115079 | None | I No.118 | Executive Office Table 6 x 3 feet L-Type (Market Rate) | Each | 18220.34 | 18220.34 | 1.0 | False | None | None | False | None | False | 18220.34 | 0 | | 3301273 | 115079 | None | I No.119 | Office Table M-1034, 2.5 x 5 feet L-Type ( for VC, CO, JE, Accounts & Case worker) (Market Rate) | Each | 11440.68 | 11440.68 | 5.0 | False | None | None | False | None | False | 57203.4 | 0 | | 3301274 | 115079 | None | I No.120 | 3-Seater Silver Perforated (Market Rate) | Each | 8898.31 | 8898.31 | 7.0 | False | None | None | False | None | False | 62288.17 | 0 | | 3301275 | 115079 | None | I No.121 | Office Chair BC-57-H/B, ( for Chairman) (Market Rate) | Each | 9152.54 | 9152.54 | 1.0 | False | None | None | False | None | False | 9152.54 | 0 | | 3301276 | 115079 | None | I No.122 | Office Chair Executive, ( for Chairman) (Market Rate) | Each | 6355.93 | 6355.93 | 5.0 | False | None | None | False | None | False | 31779.65 | 0 | | 3301277 | 115079 | None | I No.123 | Steel Almirah with Locker ( for Chairman) (Market Rate) | Each | 9745.76 | 9745.76 | 4.0 | False | None | None | False | None | False | 38983.04 | 0 | | 3301278 | 115079 | None | I No.124 | STRAIGHT WORKSTATION (Frame and separator) - Providing and fixing STRAIGHT WORKSTATION consisting of back to back unit made out of 75 mm thick MS CRCA powder coated, tile based system for main sprine, Separator 25 mm tg hick PLPB-BSL wooden separator for return spine, Top tile finish 8 mm thick MDF covered with Fabric of approved colour and one writing board (600 mm W) and one soft board (600 mmw) per workstation, Bottom tile finish 9 mm thick Laminate tile of approved colour, Raceway- one middle raceway (600mm W) below table top per workstation and continous raceway at the skirting level, Wire manager ABS plastic grommet one number per table,Table top 25 mm thick PLPB with straight table top Hardware MS powder coated corner bkt, cantilever bkt, separator hook on bkt, L bkt and Table joint plate., as per specifications, drawings and as directed by Engineer in charge. Sharing workstation 1 A) Size 1200 mmWx 600mm D x 1200 mm ht- (Sharing work station with Edge Binding table top, Back to Back (set of 2)). (PWD SR 2018-19 Belagavi, Page No. 332, Item No. 39.14.1) | Nos | 21210.0 | 21210.0 | 2.0 | False | None | None | False | None | False | 42420.0 | 0 |
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