| 1709547285000 | 0 | None | None | Buildings | Construction of One additional Classroom to govt lower primary school at Kempegowdanakoppalu village in periyapatna taluk | 1256205.62 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2905212 | 95405 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.(P.No.8, I.No. 1.12, Volume No-I)2023-24 | Cum | 95.0 | 95.0 | 36.0 | False | None | None | False | None | False | 3420.0 | 0 | | 2905213 | 95405 | None | code02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (P.No.8, I.No. 1.14.1, Volume No-I) 2023-24 In all kinds of soils Depth upto 3 m | Cum | 102.0 | 102.0 | 16.54 | False | None | None | False | None | False | 1687.08 | 0 | | 2905214 | 95405 | None | code03 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (P.No.8, I.No. 1.15.1,Volume No-I) 2023-24 In all kinds of soils Depth upto 3 mIn ordinary/soft rock without blasting upto 1.5 m depth. | Cum | 363.0 | 363.0 | 24.81 | False | None | None | False | None | False | 9006.03 | 0 | | 2905215 | 95405 | None | code04 | 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 (P.No.15, I.No.2.1.3,Volume No.-I) 2023-24 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 16.64 | False | None | None | False | None | False | 99656.96 | 0 | | 2905216 | 95405 | None | code05 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(P.No.9, I.No. 5.3,Volume No-II) 2023-24 | Cum | 6205.0 | 6205.0 | 19.28 | False | None | None | False | None | False | 119632.4 | 0 | | 2905217 | 95405 | None | code06 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.No.9, I.No. 5.2, Volume No-II) 2023-24 | Cum | 6618.0 | 6618.0 | 6.17 | False | None | None | False | None | False | 40833.06 | 0 | | 2905218 | 95405 | None | code07 | 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.(P.No.7, I.No. 1.9, Volume No-I) 2023-24 | Cum | 266.0 | 266.0 | 50.62 | False | None | None | False | None | False | 13464.92 | 0 | | 2905219 | 95405 | None | code08 | 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.(1 cement : 6 coarse sand) (P.No.5, I.No. 4.1,Volume No-II) 2023-24 | Sqm | 118.0 | 118.0 | 136.79 | False | None | None | False | None | False | 16141.22 | 0 | | 2905220 | 95405 | None | code09 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.(P.No.44, I.No. 8.19.1, Volume No-II) 2023-24 | Sqm | 255.0 | 255.0 | 10.18 | False | None | None | False | None | False | 2595.9 | 0 | | 2905221 | 95405 | None | code10 | 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 (P.No.15, I.No.2.1.4,Volume No-I) 2023-24 | Cum | 6429.0 | 6429.0 | 5.48 | False | None | None | False | None | False | 35230.92 | 0 | | 2905222 | 95405 | None | code11 | 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)(P.No.15, I.No.2.5.2 , Volume No-I,) 2023-24, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6403.51 | 6403.51 | 5.42 | False | None | None | False | None | False | 34707.0242 | 0 | | 2905223 | 95405 | None | code12 | 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)(P.No.15, I.No.2.5.2 , Volume No-I,) 2023-24, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9325.5 | 9325.5 | 2.32 | False | None | None | False | None | False | 21635.16 | 0 | | 2905224 | 95405 | None | code13 | 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)(P.No.15, I.No.2.5.2 , Volume No-I,) 2023-24, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10568.9 | 10568.9 | 4.1 | False | None | None | False | None | False | 43332.49 | 0 | | 2905225 | 95405 | None | code14 | 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)(P.No.15, I.No.2.5.2 , Volume No-I,) 2023-24, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9014.65 | 9014.65 | 0.17 | False | None | None | False | None | False | 1532.4905 | 0 | | 2905226 | 95405 | None | code15 | 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)(P.No.15, I.No.2.5.2 , Volume No-I,) 2023-24, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9947.2 | 9947.2 | 3.2 | False | None | None | False | None | False | 31831.04 | 0 | | 2905227 | 95405 | None | code16 | 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)(P.No.15, I.No.2.5.2 , Volume No-I,) 2023-24, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9325.5 | 9325.5 | 8.6 | False | None | None | False | None | False | 80199.3 | 0 | | 2905228 | 95405 | None | code17 | Supplying fitting and placing TMT FE 550/550D steel Reinforcement including cost of all materials machinery labour cleaning strightening 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 (P.No.18, I.No.2.11, Volume No-1) 2023-24 (a) Building | Tonne | 89457.0 | 89457.0 | 1.94 | False | None | None | False | None | False | 173546.58 | 0 | | 2905229 | 95405 | None | code18 | 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.(P.No.14, I.No. 6.8, Volume No-II) 2023-24 | Cum | 7969.0 | 7969.0 | 15.81 | False | None | None | False | None | False | 125989.89 | 0 | | 2905230 | 95405 | None | code19 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (P.No.82, I.No.11.16.2, Volume No-II) 2023-24 | Kg | 147.0 | 147.0 | 71.94 | False | None | None | False | None | False | 10575.18 | 0 | | 2905231 | 95405 | None | code20 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No.77, I.No. 11.5.2, Volume No -II) 2023-24 | Sqm | 4242.0 | 4242.0 | 5.04 | False | None | None | False | None | False | 21379.68 | 0 | | 2905232 | 95405 | None | code21 | Providing and fixing M.S. grills of required pattern in frames of win- dows 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.(P.No.86, I.No. 11.34B of PWD SR 2021-22, Volume -II, Chapter-11). | Kg | 183.0 | 183.0 | 120.96 | False | None | None | False | None | False | 22135.68 | 0 | | 2905233 | 95405 | None | code22 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). ( P.No.79, I.No.11.11.1 Volume No-II) 2023-24 | Kg | 148.0 | 148.0 | 230.4 | False | None | None | False | None | False | 34099.2 | 0 | | 2905234 | 95405 | None | code23 | Providing 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.(P.No.41, I.No. 8.4.1, Volume No-II) 2023-24 | Sqm | 323.0 | 323.0 | 56.98 | False | None | None | False | None | False | 18404.54 | 0 | | 2905235 | 95405 | None | code24 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(P.No.42 , I.No. 8.7,Volume No-II) 2023-24 | Sqm | 366.0 | 366.0 | 77.41 | False | None | None | False | None | False | 28332.06 | 0 | | 2905236 | 95405 | None | code25 | 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. (P.No.42, I.No. 8.8 ,Volume No -II) 2023-24 | Sqm | 371.0 | 371.0 | 135.11 | False | None | None | False | None | False | 50125.81 | 0 | | 2905237 | 95405 | None | code26 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.(P.No.61, I.No. 9.17.2, Volume No -II) 2023-24 | Sqm | 1175.0 | 1175.0 | 54.37 | False | None | None | False | None | False | 63884.75 | 0 | | 2905238 | 95405 | None | code27 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.45, I.No. 8.25, Volume No -II) 2023-24 | Sqm | 137.0 | 137.0 | 134.39 | False | None | None | False | None | False | 18411.43 | 0 | | 2905239 | 95405 | None | code28 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No.45, I.No. 8.29, Volume No -II) 2023-24 | Sqm | 283.0 | 283.0 | 135.11 | False | None | None | False | None | False | 38236.13 | 0 | | 2905240 | 95405 | None | code29 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/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.(P.No.47, I.No. 8.33.3, Volume No-II) 2023-24 | Sqm | 139.0 | 139.0 | 35.55 | False | None | None | False | None | False | 4941.45 | 0 | | 2905241 | 95405 | None | code30 | 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 BWSSB SR-2021-22, PA.NO.134 I.NO.1.7 | Rmtr | 394.0 | 394.0 | 21.3 | False | None | None | False | None | False | 8392.2 | 0 | | 2905242 | 95405 | None | code31 | Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand)Light shade pigment using white cement(P.No.59, I.No. 9.6.1, Volume No -II) 2023-24 | Sqm | 1269.0 | 1269.0 | 9.75 | False | None | None | False | None | False | 12372.75 | 0 | | 2905243 | 95405 | None | code32 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer- in-Charge.(P.No.84, I.No.11.26.1, , Volume No-II) 2023-24 | Kg | 138.0 | 138.0 | 234.0 | False | None | None | False | None | False | 32292.0 | 0 | | 2905244 | 95405 | None | code33 | Providing 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.(P.No.42 , I.No. 8.6.2, Volume No-II) 2023-24 | Sqm | 429.0 | 429.0 | 5.76 | False | None | None | False | None | False | 2471.04 | 0 | | 2905245 | 95405 | None | code34 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(P.No.175,I.No.17.1, Volume No - II) 2023-24 | Cum | 1002.0 | 1002.0 | 0.25 | False | None | None | False | None | False | 250.5 | 0 | | 2905246 | 95405 | None | code35 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(P.No.175, I.No.17.2, Volume No - II) 2023-24 | Cum | 1186.0 | 1186.0 | 0.25 | False | None | None | False | None | False | 296.5 | 0 | | 2905247 | 95405 | None | code36 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for
all leads & lifts, all complete as per direction of Engineer -in-charge.(P.No.175, I.No.17.3, Volume No - II) 2023-24 | Cum | 1192.0 | 1192.0 | 0.25 | False | None | None | False | None | False | 298.0 | 0 | | 2905248 | 95405 | None | code37 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.(P.No.175, I.No.17.5,Volume No - II) 2023-24 | Each | 1123.0 | 1123.0 | 2.0 | False | None | None | False | None | False | 2246.0 | 0 | | 2905249 | 95405 | None | code38 | Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications.(P.No.55, Extra iteam I.No.8.83 Volume No - II) 2023-24 | Sqm | 246.0 | 246.0 | 13.16 | False | None | None | False | None | False | 3237.36 | 0 | | 2905250 | 95405 | None | code39 | Supplying heavy gauge PVC conduit pipe . dia . mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 25 mm dia 2 mm thick (PWD SR 2023-24 Part-III P. No.2, I. No. 1.1.2 ) | Mtr | 81.0 | 81.0 | 75.0 | False | None | None | False | None | False | 6075.0 | 0 | | 2905251 | 95405 | None | code40 | 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 upto 3m from tapping point to out let via switch(PWD SR 2023-24 Part-III P. No. 5, I. No. 2.1.1 )(a) Short point upto 3m from tapping point to out let via switch | Point | 285.0 | 285.0 | 6.0 | False | None | None | False | None | False | 1710.0 | 0 | | 2905252 | 95405 | None | code41 | 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 upto 3m from tapping point to out let via switch(PWD SR 2023-24 Part-III P. No. 5, I. No. 2.1.1 ) (b) Medium point above 3m upto 6m from tapping point to out let via switch | Point | 394.0 | 394.0 | 6.0 | False | None | None | False | None | False | 2364.0 | 0 | | 2905253 | 95405 | None | code42 | Supplying 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 3654 6A 2 Way (PWD SR 2023-24 Part-III P. No. 8, I.No. 3.1 ) | Each | 128.0 | 128.0 | 6.0 | False | None | None | False | None | False | 768.0 | 0 | | 2905254 | 95405 | None | code43 | 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 mm2 (PWD SR 2023-24 Part-III P. No.5, I. No. 2.3.3) | Mtr | 42.0 | 42.0 | 65.0 | False | None | None | False | None | False | 2730.0 | 0 | | 2905255 | 95405 | None | code44 | 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 2023-24 Part-III P. No. 9, I. No. 3.6.3) | Each | 171.0 | 171.0 | 4.0 | False | None | None | False | None | False | 684.0 | 0 | | 2905256 | 95405 | None | code45 | 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 2023-24 Part-III P. No. 17, Item No.5.18.1) | Each | 415.0 | 415.0 | 2.0 | False | None | None | False | None | False | 830.0 | 0 | | 2905257 | 95405 | None | code46 | 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. 48" Sweep (1400 mm) Regular model (PWD SR 2023-24 Part-III, P.No.30, I. No.6.3.2) | Each | 3031.0 | 3031.0 | 2.0 | False | None | None | False | None | False | 6062.0 | 0 | | 2905258 | 95405 | None | code47 | Supplying & fixing of retrofit type - LED bulb . W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70 efficacy 80 lumen per life25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 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 BIS Approved and Tested by NABLCPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. | Each | 269.0 | 269.0 | 6.0 | False | None | None | False | None | False | 1614.0 | 0 | | 2905259 | 95405 | None | code48 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 ( PWD SR 2019-20, P.No. 40 I.No. 6.4.6) | Mtr | 101.13 | 101.13 | 30.0 | False | None | None | False | None | False | 3033.9 | 0 | | 2905260 | 95405 | None | code49 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia ( PWD ELE SR 2023-24 P.No. 54, I.No. 12.56 ) | Each | 3510.0 | 3510.0 | 1.0 | False | None | None | False | None | False | 3510.0 | 0 |
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