tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1710567645000 | 0 | None | None | Buildings | Construction of zone -08 building work in Mysuru city corporation limits | 14740470.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3115425 | 107057 | None | code2.5 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of thorny jungle Item No. 2.5 page No. 7 | Cum | 1575.0 | 1575.0 | 13.44 | False | None | None | False | None | False | 21168.0 | 0 | 3115426 | 107057 | None | code1.14.1 | 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 In all kinds of soils Depth upto 3 m Item No. 1.14.1 Page No. 8 | Cum | 107.1 | 107.1 | 3040.14 | False | None | None | False | None | False | 325598.994 | 0 | 3115427 | 107057 | None | code1.15.2 | 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In Ordinary/ Soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m, Item No. 1.15.2 Page NO. 8 | Cum | 488.75 | 488.75 | 1013.38 | False | None | None | False | None | False | 495289.475 | 0 | 3115428 | 107057 | None | code4.1 | 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. Item No. 4.1 Pgage No. 5 | Cum | 135.7 | 135.7 | 3083.25 | False | None | None | False | None | False | 418397.025 | 0 | 3115429 | 107057 | None | code1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Item No.1.10 Page No. 7 | Cum | 168.0 | 168.0 | 286.145 | False | None | None | False | None | False | 48072.36 | 0 | 3115430 | 107057 | None | code1.1 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum. (Tipper 10 m3 ) Item NO. 1.1 | Cum | 124.95 | 124.95 | 858.43 | False | None | None | False | None | False | 107260.8285 | 0 | 3115431 | 107057 | None | code1.4 | Cost of Haulage Excluding Loading and Unloading Taking output 10 t load and lead 10 km = 100 t.km Item No. 1.4 | Cum | 12.6 | 12.6 | 15451.86 | False | None | None | False | None | False | 194693.436 | 0 | 3115432 | 107057 | None | code2.1.2 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Item No. 2.1.2 | Cum | 6125.61 | 6125.61 | 281.625 | False | None | None | False | None | False | 1725124.91625 | 0 | 3115433 | 107057 | None | code2.2.3 | Providing and laying in position Reinforced cement concrete for all Foundation works. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates Item NO. 2.2.3 | Cum | 7185.02 | 7185.02 | 262.712 | False | None | None | False | None | False | 1887590.97424 | 0 | 3115434 | 107057 | None | code2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.5.2 | Cum | 12214.75 | 12214.75 | 102.141 | False | None | None | False | None | False | 1247626.77975 | 0 | 3115435 | 107057 | None | code2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.5.2 Roof Beam | Cum | 11496.24 | 11496.24 | 41.32 | False | None | None | False | None | False | 475024.6368 | 0 | 3115436 | 107057 | None | code2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.5.2 | Cum | 10777.72 | 10777.72 | 123.36 | False | None | None | False | None | False | 1329539.5392 | 0 | 3115437 | 107057 | None | code2.11 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a. Buildings Item No. 2.11 | Tonne | 93929.85 | 93929.85 | 35.52 | False | None | None | False | None | False | 3336388.272 | 0 | 3115438 | 107057 | None | code8.16.2 | Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide Item No. 8.16.2 | Rmtr | 39.14 | 39.14 | 780.9 | False | None | None | False | None | False | 30564.426 | 0 | 3115439 | 107057 | None | code6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Item no. 6.32 Page No. 17 (Vol-2) | Cum | 1375.5 | 1375.5 | 67.98 | False | None | None | False | None | False | 93506.49 | 0 | 3115440 | 107057 | None | code6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Item No. 6.34 Page No. 17 | Cum | 1159.2 | 1159.2 | 93.4815 | False | None | None | False | None | False | 108363.7548 | 0 | 3115441 | 107057 | None | code11.34 | 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. Page No. 11.34B Page No. 85 (Vol-2) | Kg | 192.15 | 192.15 | 1422.54 | False | None | None | False | None | False | 273341.061 | 0 | 3115442 | 107057 | None | code12.85 | 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) Item no. 12.85 Page no. 110 | Cum | 6004.95 | 6004.95 | 32.94 | False | None | None | False | None | False | 197803.053 | 0 | 3115443 | 107057 | None | code8.10 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. Item no. 8.10 Page no. 43 | Cum | 221.55 | 221.55 | 823.62 | False | None | None | False | None | False | 182473.011 | 0 | 3115444 | 107057 | None | code8.5.2 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. Item no. 8.5.2 Page no. 42 | Cum | 366.45 | 366.45 | 630.666 | False | None | None | False | None | False | 231107.5557 | 0 | 3115445 | 107057 | None | code8.8 | 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 Item no. 8.8 Page No. 42 | Cum | 389.55 | 389.55 | 175.365 | False | None | None | False | None | False | 68313.43575 | 0 | 3115446 | 107057 | None | code11.28 | 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. Item No. 11.28 Page no. 83 | Kg | 593.25 | 593.25 | 160.0 | False | None | None | False | None | False | 94920.0 | 0 | 3115447 | 107057 | None | code 9.30 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications Item no. 9.30 Page no. 64 | Cum | 5594.4 | 5594.4 | 51.59 | False | None | None | False | None | False | 288615.096 | 0 | 3115448 | 107057 | None | code8.51 | 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. Item No. 8.51 Page No. 50 | Cum | 105.0 | 105.0 | 1454.286 | False | None | None | False | None | False | 152700.03 | 0 | 3115449 | 107057 | None | code8.55.2 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. Item no. 8.55.2 pg. 51 | Cum | 55.65 | 55.65 | 1629.651 | False | None | None | False | None | False | 90690.07815 | 0 | 3115450 | 107057 | None | code8.53.2 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Item no. 8.53.2 | Cum | 103.95 | 103.95 | 1454.286 | False | None | None | False | None | False | 151173.0297 | 0 | 3115451 | 107057 | None | code8.74.1 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two coat applied @ 1.67 ltr/ 10 m²) on existing cement paint surface including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineerin-charge. Item no.8.74.1 Page no. 53 | Cum | 110.25 | 110.25 | 175.365 | False | None | None | False | None | False | 19333.99125 | 0 | 3115452 | 107057 | None | code10.1.1 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab = 0.50 m2 Item No. 10.1.1 | Cum | 4206.3 | 4206.3 | 84.0 | False | None | None | False | None | False | 353329.2 | 0 | 3115453 | 107057 | None | code9.2 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. Item No. 9.2 | Cum | 840.0 | 840.0 | 790.0 | False | None | None | False | None | False | 663600.0 | 0 | 3115454 | 107057 | None | code3.8 | Construction of surface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/cement concrete/ PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm beddng below the pipe and 300 mm cushion above the pipe cross section of excavaton 450 x 550 mm. Excavated material to be utlised in roadway at site sr 3 Item No 3.8 | Cum | 853.65 | 853.65 | 121.4 | False | None | None | False | None | False | 103633.11 | 0 | 3115455 | 107057 | None | code11.6.1 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of
machinery complete as per specifications and as per directions of the Engineer-in-Charge. 11.6.1 | Cum | 2764.65 | 2764.65 | 9.125 | False | None | None | False | None | False | 25227.43125 | 0 |
| 1710567645000 | 0 | None | None | Buildings | Construction of zone -08 building work in Mysuru city corporation limits | 14343800.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3115456 | 107058 | None | code1.14.1 | 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 In all kinds of soils Depth upto 3 m Item No. 1.14.1 Page No. 8 | Cum | 107.1 | 107.1 | 9.36 | False | None | None | False | None | False | 1002.456 | 0 | 3115457 | 107058 | None | code1.15.2 | 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In Ordinary/ Soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m, Item No. 1.15.2 Page NO. 8 | Cum | 446.25 | 446.25 | 2.88 | False | None | None | False | None | False | 1285.2 | 0 | 3115458 | 107058 | None | code1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Item No.1.10 Page No. 7 | Cum | 168.0 | 168.0 | 6.18 | False | None | None | False | None | False | 1038.24 | 0 | 3115459 | 107058 | None | code2.1.2 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Item No. 2.1.2 | Cum | 6125.61 | 6125.61 | 6.9 | False | None | None | False | None | False | 42266.709 | 0 | 3115460 | 107058 | None | code 2.2.3 | Providing and laying in position Reinforced cement concrete for all Foundation works. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates Item NO. 2.2.3 | Cum | 7185.02 | 7185.02 | 11.52 | False | None | None | False | None | False | 82771.4304 | 0 | 3115461 | 107058 | None | code 2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.5.2 | Cum | 12214.75 | 12214.75 | 47.56 | False | None | None | False | None | False | 580933.51 | 0 | 3115462 | 107058 | None | code 2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.5.2 | Cum | 10418.46 | 10418.46 | 17.5956 | False | None | None | False | None | False | 183319.054776 | 0 | 3115463 | 107058 | None | code 2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.5.2 Lintel beam Roof Beam | Cum | 11496.24 | 11496.24 | 56.86 | False | None | None | False | None | False | 653676.2064 | 0 | 3115464 | 107058 | None | code 2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.5.2 Deduction for Staircase portion | Cum | 10777.72 | 10777.72 | 128.99 | False | None | None | False | None | False | 1390218.1028 | 0 | 3115465 | 107058 | None | code 2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.5.2 Roof Slab Projection Architectural | Cum | 14011.04 | 14011.04 | 22.03 | False | None | None | False | None | False | 308663.2112 | 0 | 3115466 | 107058 | None | code2.11 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a. Buildings Item No. 2.11 | Tonne | 93929.85 | 93929.85 | 23.195 | False | None | None | False | None | False | 2178702.87075 | 0 | 3115467 | 107058 | None | code8.16.2 | Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide Item No. 8.16.2 | Rmtr | 39.14 | 39.14 | 1288.16 | False | None | None | False | None | False | 50418.5824 | 0 | 3115468 | 107058 | None | code6.4 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth 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 Item No. 6.4 | Sqm | 9094.05 | 9094.05 | 122.72 | False | None | None | False | None | False | 1116021.816 | 0 | 3115469 | 107058 | None | code6.33 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Item No. 6.33 | Sqm | 1292.55 | 1292.55 | 191.25 | False | None | None | False | None | False | 247200.1875 | 0 | 3115470 | 107058 | None | code6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Item No. 6.34 Page No. 17 | Sqm | 1159.2 | 1159.2 | 118.127 | False | None | None | False | None | False | 136932.8184 | 0 | 3115471 | 107058 | None | code12.10 | Providing Teak wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. Item :No. 12.10 | Cum | 247431.45 | 247431.45 | 0.738 | False | None | None | False | None | False | 182604.4101 | 0 | 3115472 | 107058 | None | code12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Item no. 12.13.1 Page no. 100 | Cum | 103755.75 | 103755.75 | 7.59 | False | None | None | False | None | False | 787506.1425 | 0 | 3115473 | 107058 | None | code 12.51 | 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. Item no. 12.51 Page no. 105 | Nos | 1066.8 | 1066.8 | 18.0 | False | None | None | False | None | False | 19202.4 | 0 | 3115474 | 107058 | None | code12.52 | Fixing of window 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 debries with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Item No. 12.52 | Nos | 811.65 | 811.65 | 18.0 | False | None | None | False | None | False | 14609.7 | 0 | 3115475 | 107058 | None | code 12.16 | Providing and fixing in position fully panelled Teak wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Item No. 12.16 | Sqm | 9952.95 | 9952.95 | 9.125 | False | None | None | False | None | False | 90820.66875 | 0 | 3115476 | 107058 | None | code12.57.5 | 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. do- 35 mm thick one side teak and one side commercial Item no. 12.57.5 | Sqm | 4091.85 | 4091.85 | 17.01 | False | None | None | False | None | False | 69602.3685 | 0 | 3115477 | 107058 | None | code12.49 | Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Honne wood stiles and rails of 30mm thick 50mm wide and central divider of 30mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Item No. 12.49 | Sqm | 6849.15 | 6849.15 | 3.645 | False | None | None | False | None | False | 24965.15175 | 0 | 3115478 | 107058 | None | code12.44 | Providing and fixing in position fully glazed for windows shutters with Honne wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Item No. 12.44 | Sqm | 5760.3 | 5760.3 | 142.5 | False | None | None | False | None | False | 820842.75 | 0 | 3115479 | 107058 | None | code12.97.1 | Providing and fixing to exiting door frames 30mm thick Glass Fiber Reinforced Plastic (FRP) Paneled door shutter of required colour and approved brand and manufacture, made with fire-retardants grade unsaturated polyester resin, modular to 3mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood insides at required places for fixing of fitting, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS 14856 including fixing to frames Item no. 12.97.1 | Sqm | 3364.2 | 3364.2 | 15.12 | False | None | None | False | None | False | 50866.704 | 0 | 3115480 | 107058 | None | code11.34 | 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. Page No. 11.34B Page No. 85 (Vol-2) | Kg | 192.15 | 192.15 | 2908.08 | False | None | None | False | None | False | 558787.572 | 0 | 3115481 | 107058 | None | code8.10 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 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. Item no. 8.10 Page no. 43 | Sqm | 221.55 | 221.55 | 685.87 | False | None | None | False | None | False | 151954.4985 | 0 | 3115482 | 107058 | None | code8.1.1 | 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. item8.1.1 | Sqm | 267.75 | 267.75 | 1683.418 | False | None | None | False | None | False | 450735.1695 | 0 | 3115483 | 107058 | None | code 8..2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Item No. 8..2.2 | Sqm | 292.95 | 292.95 | 510.0 | False | None | None | False | None | False | 149404.5 | 0 | 3115484 | 107058 | None | code8.8 | 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: 20 mm to 25 mm wide to required depth. item 8.8 | Rmtr | 69.3 | 69.3 | 1713.6 | False | None | None | False | None | False | 118752.48 | 0 | 3115485 | 107058 | None | code8.14.1 | Extra for plastering on circular work not exceeding 6 m in radius: In one coat including cost of material, labour, scaffolding etc as per specifications and as per directions of the Engineer-in-Charge Item No. 8.14.1 | Sqm | 32.55 | 32.55 | 153.0 | False | None | None | False | None | False | 4980.15 | 0 | 3115486 | 107058 | None | code11.28 | 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. Item No. 11.28 Page no. 83 | Kg | 593.25 | 593.25 | 480.0 | False | None | None | False | None | False | 284760.0 | 0 | 3115487 | 107058 | None | code8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Item No. 8.2.2 Page No. 41 | Sqm | 295.87 | 295.87 | 284.0 | False | None | None | False | None | False | 84027.08 | 0 | 3115488 | 107058 | None | code 9.30 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications Item no. 9.30 Page no. 64 | Sqm | 5594.4 | 5594.4 | 51.59 | False | None | None | False | None | False | 288615.096 | 0 | 3115489 | 107058 | None | code9.24 | 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. Item No. 9.24 Page no. 63 | Sqm | 2994.6 | 2994.6 | 301.0117 | False | None | None | False | None | False | 901409.63682 | 0 | 3115490 | 107058 | None | code9.12.2 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Item no. 9.12.2 | Sqm | 1202.25 | 1202.25 | 406.75 | False | None | None | False | None | False | 489015.1875 | 0 | 3115491 | 107058 | None | code9.11 | 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. Item no. 9.11 Page no.60 | Sqm | 933.45 | 933.45 | 59.31 | False | None | None | False | None | False | 55362.9195 | 0 | 3115492 | 107058 | None | code9.39 | 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. Item no. 9.39 Page No. 65 | Sqm | 1521.45 | 1521.45 | 284.0 | False | None | None | False | None | False | 432091.8 | 0 | 3115493 | 107058 | None | code8.33.3 | 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. Item No. 8.33.3 Page No. 47 | Sqm | 145.95 | 145.95 | 329.87 | False | None | None | False | None | False | 48144.5265 | 0 | 3115494 | 107058 | None | code 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Item no. 8.33.2 | Sqm | 144.9 | 144.9 | 149.5 | False | None | None | False | None | False | 21662.55 | 0 | 3115495 | 107058 | None | code8.51 | 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. Item No. 8.51 Page No. 50 | Sqm | 105.0 | 105.0 | 2369.2882 | False | None | None | False | None | False | 248775.261 | 0 | 3115496 | 107058 | None | code 8.55.2 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. Item no. 8.55.2 pg. 51 | Sqm | 55.65 | 55.65 | 2879.2882 | False | None | None | False | None | False | 160232.38833 | 0 | 3115497 | 107058 | None | code8.53.2 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Item no. 8.53.2 | Sqm | 103.95 | 103.95 | 2369.2882 | False | None | None | False | None | False | 246287.50839 | 0 | 3115498 | 107058 | None | code8.31 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @ 1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.8.31 ol 2 | Sqm | 186.9 | 186.9 | 510.0 | False | None | None | False | None | False | 95319.0 | 0 | 3115499 | 107058 | None | code 14.10.1.1 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board510x1040 mm bowl depth 250 mm Item NO. 14.10.1.1 | Nos | 5898.9 | 5898.9 | 2.0 | False | None | None | False | None | False | 11797.8 | 0 | 3115500 | 107058 | None | code 9.29 | Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Item no. 9.29 | Cum | 4521.3 | 4521.3 | 65.34 | False | None | None | False | None | False | 295421.742 | 0 | 3115501 | 107058 | None | code10.1.1 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab = 0.50 m2 Item No. 10.1.1 | Sqm | 4206.3 | 4206.3 | 10.21 | False | None | None | False | None | False | 42946.323 | 0 | 3115502 | 107058 | None | code8.79 | 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: 20 mm to 25 mm wide to required depth item no 8.79 volue 2 | Sqm | 54.6 | 54.6 | 937.5 | False | None | None | False | None | False | 51187.5 | 0 | 3115503 | 107058 | None | code10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge 10.2 vol 2 | Rmtr | 344.4 | 344.4 | 84.05 | False | None | None | False | None | False | 28946.82 | 0 | 3115504 | 107058 | None | code10.4 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in Granite, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 10.4 | Cum | 626.75 | 626.75 | 18.0 | False | None | None | False | None | False | 11281.5 | 0 | 3115505 | 107058 | None | code10.8 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth 10.8 | Nos | 2957.73 | 2957.73 | 5.0 | False | None | None | False | None | False | 14788.65 | 0 | 3115506 | 107058 | None | code9.20.1 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direc tion of Engineer-in-charge. 9.20.1 500x500 | Sqm | 269.36 | 269.36 | 59.31 | False | None | None | False | None | False | 15975.7416 | 0 | 3115507 | 107058 | None | code7.18 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Item No. 7.18 | Cum | 2139.02 | 2139.02 | 13.3875 | False | None | None | False | None | False | 28636.13025 | 0 | 3115508 | 107058 | None | code1.2 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with
compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) | Cum | 717.95 | 717.95 | 23.72 | False | None | None | False | None | False | 17029.774 | 0 |
| 1710567645000 | 0 | None | None | Buildings | Construction of zone -08 building work in Mysuru city corporation limits | 582287.05 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3115509 | 107059 | None | code14.7.5 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tapItem no. 14.7.5 | Nos | 2689.05 | 2689.05 | 8.0 | False | None | None | False | None | False | 21512.4 | 0 | 3115510 | 107059 | None | code14.3.1 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Item no. 14.3.1 | Nos | 6275.85 | 6275.85 | 10.0 | False | None | None | False | None | False | 62758.5 | 0 | 3115511 | 107059 | None | code14.1.1 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Item no. 14.1.1 | Nos | 5128.2 | 5128.2 | 2.0 | False | None | None | False | None | False | 10256.4 | 0 | 3115512 | 107059 | None | code14.5.4 | Providing and fixing white vitreous china flat back half stall urinal
of size 580x380x350 mm with white PVC automatic flushing
cistern, with fittings, standard size C.P. brass flush pipe, spreaders
with unions and clamps (all in C.P. brass) with waste fitting as per IS
: 2556, C.I. trap with outlet grating and other couplings in C.P. brass,
including painting of fittings and cutting and making good the walls and
floors wherever required :Range of four half stall urinals with 10 litre P.V.C. automatic flushing
cistern 14.5.4 | Nos | 19916.4 | 19916.4 | 3.0 | False | None | None | False | None | False | 59749.2 | 0 | 3115513 | 107059 | None | code14.32.2 | 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 Item no. 14.32.2 | Nos | 1068.9 | 1068.9 | 6.0 | False | None | None | False | None | False | 6413.4 | 0 | 3115514 | 107059 | None | code14.40.2 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. Item No. 14.40.2 | Nos | 520.8 | 520.8 | 6.0 | False | None | None | False | None | False | 3124.8 | 0 | 3115515 | 107059 | None | code 13.23.1 | Providing and fixing brass bib cock of approved quality :Item no. 13.23.1 | Nos | 215.25 | 215.25 | 20.0 | False | None | None | False | None | False | 4305.0 | 0 | 3115516 | 107059 | None | code14.29 | Providing and fixing 100 mm sand cast Iron grating for gully trap. Item No. 14.29 | Nos | 49.35 | 49.35 | 10.0 | False | None | None | False | None | False | 493.5 | 0 | 3115517 | 107059 | None | code 13.31.2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & coldwater supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes Item No. 13.31.2 | Rmtr | 254.1 | 254.1 | 260.0 | False | None | None | False | None | False | 66066.0 | 0 | 3115518 | 107059 | None | code13.31.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & coldwater supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes Item No.13.31.3 | Rmtr | 333.9 | 333.9 | 140.0 | False | None | None | False | None | False | 46746.0 | 0 | 3115519 | 107059 | None | code13.33.4 | 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, trenching. refilling & testing of joints com plete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes Item No. 13.33.4 | Rmtr | 390.6 | 390.6 | 100.0 | False | None | None | False | None | False | 39060.0 | 0 | 3115520 | 107059 | None | code13.3.2 | Providing and fixing brass stop cock of approved quality :Item no. 13.3.2 | Nos | 320.25 | 320.25 | 10.0 | False | None | None | False | None | False | 3202.5 | 0 | 3115521 | 107059 | None | code13.4.1 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 25 mm nominal bore Item No. 13.4.1 | Nos | 576.45 | 576.45 | 5.0 | False | None | None | False | None | False | 2882.25 | 0 | 3115522 | 107059 | None | code13.5.2 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore Item No. 13.5.2 | Nos | 337.7 | 337.7 | 8.0 | False | None | None | False | None | False | 2701.6 | 0 | 3115523 | 107059 | None | code 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Item No. 1.4.1 | Cum | 254.1 | 254.1 | 180.0 | False | None | None | False | None | False | 45738.0 | 0 | 3115524 | 107059 | None | code 10.1.8 | 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: PVC pipes 140mm dia., 6 kg/sqcm & class 3 Item No. 10.1.8 | Rmtr | 613.2 | 613.2 | 150.0 | False | None | None | False | None | False | 91980.0 | 0 | 3115525 | 107059 | None | code16.9 | 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.. Item No. 16.9 | Nos | 5726.7 | 5726.7 | 10.0 | False | None | None | False | None | False | 57267.0 | 0 | 3115526 | 107059 | None | code10.1.3 | 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: PVC pipes 50mm dia., 6 kg/sqcm & class 3 Item No. 10.1.3 | Rmtr | 106.05 | 106.05 | 50.0 | False | None | None | False | None | False | 5302.5 | 0 | 3115527 | 107059 | None | code13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Item No. 13.34 | l | 9.45 | 9.45 | 4000.0 | False | None | None | False | None | False | 37800.0 | 0 | 3115528 | 107059 | None | code13.13 | Providing and fixing C.P. brass long nose bib cock of approved quality
conforming to IS standards and weighing not less than 810 g. item 13.13 vl 2 | Nos | 846.0 | 846.0 | 8.0 | False | None | None | False | None | False | 6768.0 | 0 | 3115529 | 107059 | None | code14.95 | Providing and fixing Bidet spray made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class 14.95 b | Nos | 1020.0 | 1020.0 | 8.0 | False | None | None | False | None | False | 8160.0 | 0 |
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3115530 | 107060 | None | code12.4 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. Item no.12.4 | Nos | 5552.4 | 5552.4 | 2.0 | False | None | None | False | None | False | 11104.8 | 0 | 3115531 | 107060 | None | code12.1 | Sinking oi Borewell of I 65mm dia clear using supq fast hydraulic tig ofcapacity 300 PSIG & above I 100 CMF & above in all stmta including over burdem upto 20 m. Fixing ofcasing pipes. collars and cap with ne.essary cutting, thrcading and welding including t-drsportation of rig and suppodng vehicle, crew charyes ard cosl of consumables etc., complete including leld testing at the fin.l deplh rrith a minimum working ofcompEssot for one hour (Excluding cost ofcasing pipes, colhrs, cap etc.. cornplete ) 12.1 v5 0.00 to 50.00M | Rmtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | 3115532 | 107060 | None | code12.1 | Sinking oi Borewell of I 65mm dia clear using supq fast hydraulic tig ofcapacity 300 PSIG & above I 100 CMF & above in all stmta including over burdem upto 20 m. Fixing ofcasing pipes. collars and cap with ne.essary cutting, thrcading and welding including t-drsportation of rig and suppodng vehicle, crew charyes ard cosl of consumables etc., complete including leld testing at the fin.l deplh rrith a minimum working ofcompEssot for one hour (Excluding cost ofcasing pipes, colhrs, cap etc.. cornplete ) 12.1 v5 above 50m to 100.00M | Rmtr | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | 3115533 | 107060 | None | code12.1 | Sinking oi Borewell of I 65mm dia clear using supq fast hydraulic tig ofcapacity 300 PSIG & above I 100 CMF & above in all stmta including over burdem upto 20 m. Fixing ofcasing pipes. collars and cap with ne.essary cutting, thrcading and welding including t-drsportation of rig and suppodng vehicle, crew charyes ard cosl of consumables etc., complete including leld testing at the fin.l deplh rrith a minimum working ofcompEssot for one hour (Excluding cost ofcasing pipes, colhrs, cap etc.. cornplete ) 12.1 v5 above 50m to 100.00M above 100m to 150.00M | Rmtr | 517.65 | 517.65 | 50.0 | False | None | None | False | None | False | 25882.5 | 0 | 3115534 | 107060 | None | code12.32 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. Item No. 12.32 | Rmtr | 2029.65 | 2029.65 | 20.0 | False | None | None | False | None | False | 40593.0 | 0 | 3115535 | 107060 | None | code12.32 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. Item No. 12.32 | Nos | 2029.65 | 2029.65 | 1.0 | False | None | None | False | None | False | 2029.65 | 0 | 3115536 | 107060 | None | code13.4.4 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 50 mm nominal bore Item No. 13.4.4 | Nos | 897.75 | 897.75 | 1.0 | False | None | None | False | None | False | 897.75 | 0 | 3115537 | 107060 | None | code13.33.4 | 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, trenching. refilling & testing of joints com plete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes Item No. 13.33.4 | Rmtr | 390.6 | 390.6 | 150.0 | False | None | None | False | None | False | 58590.0 | 0 |
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3115538 | 107061 | None | code2.3 | KSRB 2-2.1 : Earthwork excavation for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications. specification. P.No. 5/ I.No. 2.3 | Cum | 76.65 | 76.65 | 180.0 | False | None | None | False | None | False | 13797.0 | 0 | 3115539 | 107061 | None | code1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Item No.1.10 Page No. 7 | Cum | 168.0 | 168.0 | 180.0 | False | None | None | False | None | False | 30240.0 | 0 | 3115540 | 107061 | None | code2.1.4 | 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 Item No. 2.1.4 | Cum | 7050.07 | 7050.07 | 16.29 | False | None | None | False | None | False | 114845.6403 | 0 | 3115541 | 107061 | None | code2.3.2 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.3.2 | Cum | 7348.32 | 7348.32 | 19.928 | False | None | None | False | None | False | 146437.32096 | 0 | 3115542 | 107061 | None | code2.3.2 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.3.2 Walls | Cum | 7484.4 | 7484.4 | 19.44 | False | None | None | False | None | False | 145496.736 | 0 | 3115543 | 107061 | None | code2.3.2 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.3.2 Walls Roof | Cum | 10206.0 | 10206.0 | 13.122 | False | None | None | False | None | False | 133923.132 | 0 | 3115544 | 107061 | None | code2.11 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a. Buildings Item no. 2.11 | Tonne | 93929.85 | 93929.85 | 4.19 | False | None | None | False | None | False | 393566.0715 | 0 | 3115545 | 107061 | None | code8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Item No. 8.3.1 | Sqm | 371.7 | 371.7 | 349.19 | False | None | None | False | None | False | 129793.923 | 0 | 3115546 | 107061 | None | code11.44 | KSRB 12-6.1 : Providing 20mm square M.S footrest and fixing in manhole with M 10 cement concrete block of 20x20x10cms, using 20mm and down size metal of size including cost of materials, labour charges, curing complete as per specifications. Item no. 11.44 (2018-19 PWD SR) | Nos | 285.31 | 285.31 | 18.0 | False | None | None | False | None | False | 5135.58 | 0 | 3115547 | 107061 | None | code38.50.1 | Door Shutters Entrance : Providing & fixing factory made Galvanized steel door Shutters 32 mm thick manufactured from pre- painted Galvanized plain steel sheet 0.60 mm thick conforming to the IS: 14246. The door shutters consist of two outer skins if steel sheets, lock seam jointed at vertical stile edges, horizontal top & bottom sides to form a double skin fully flush shell. Rigid polyurethane Foam (PUF) of density 40 Kg/M3 shall be filled in the hollow portion of door shutters for structure rigidly & sound insulation. The necessary stiffeners of the Galvanized plain steel sheet of minimum thickness 1.60 mm to be provided for fixing all hardware fixtures. The rate is including transportation, loading, unloading, HOM etc. but excluding the hardware fixtures. size Item no. 38.50.1 (2018-19 PWD SR) | Sqm | 2204.2 | 2204.2 | 1.44 | False | None | None | False | None | False | 3174.048 | 0 |
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3115548 | 107062 | None | code1.2.2 | Concealed Conduit System Supplying heavy PVC condiuit pipe ……mm dia ......mm thick confirming to IS 2509 woth 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.(1/1.2.2) 25mm dia 2mm thick | Mtr | 66.0 | 66.0 | 1100.0 | False | None | None | False | None | False | 72600.0 | 0 | 3115549 | 107062 | None | code1.2.2 | 32mm dia 2mm thick(1/1.2.2) | Mtr | 103.0 | 103.0 | 200.0 | False | None | None | False | None | False | 20600.0 | 0 | 3115550 | 107062 | None | code) 25mm dia 2mm thick | Supplying heavy gauge PVC Conduit Pipe ….dia …..mm thick with suitable size bends, metal junction boxes adhesive paste etx., by groove cutting in the wall and fixing by using U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. (1/1.3.2) 25mm dia 2mm thick | Mtr | 79.0 | 79.0 | 550.0 | False | None | None | False | None | False | 43450.0 | 0 | 3115551 | 107062 | None | code1.3.3 | 32mm dia 2mm thick(1/1.3.3) | Mtr | 99.0 | 99.0 | 64.0 | False | None | None | False | None | False | 6336.0 | 0 | 3115552 | 107062 | None | code1.5.2 | Supplying and fixing PVC/metal conduit accessories.(1/1.5.2)deep junction box 25mm junction box | Each | 56.0 | 56.0 | 200.0 | False | None | None | False | None | False | 11200.0 | 0 | 3115553 | 107062 | None | code3.3.1 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete (5/3.3.1) 1-3Way | Each | 103.0 | 103.0 | 40.0 | False | None | None | False | None | False | 4120.0 | 0 | 3115554 | 107062 | None | code3.3.5 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete (5/3.3.5)10-12Way | Each | 219.0 | 219.0 | 64.0 | False | None | None | False | None | False | 14016.0 | 0 | 3115555 | 107062 | None | code3.5.1 | 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.(5/3.5.1) 1 to 3 Module | Each | 137.0 | 137.0 | 40.0 | False | None | None | False | None | False | 5480.0 | 0 | 3115556 | 107062 | None | code3.5.5 | 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.(5/3.5.5)10-12 Moudule | Each | 284.0 | 284.0 | 64.0 | False | None | None | False | None | False | 18176.0 | 0 | 3115557 | 107062 | None | code3.6.1 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293. (5/3.6.1) 6Amps one way. | Each | 102.0 | 102.0 | 300.0 | False | None | None | False | None | False | 30600.0 | 0 | 3115558 | 107062 | None | code3.6.2 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293. (5/3.6.2) 6A Two Way Switch | Each | 166.0 | 166.0 | 6.0 | False | None | None | False | None | False | 996.0 | 0 | 3115559 | 107062 | None | code3.6.3 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (5/3.6.3)6A Three Way socket | Each | 171.0 | 171.0 | 100.0 | False | None | None | False | None | False | 17100.0 | 0 | 3115560 | 107062 | None | code3.6.4 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (5/3.6.4) Stepped Fan Regulator Two Module | Each | 313.0 | 313.0 | 75.0 | False | None | None | False | None | False | 23475.0 | 0 | 3115561 | 107062 | None | code3.6.10 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (5/3.6.10) 32A DP Switch | Each | 357.0 | 357.0 | 4.0 | False | None | None | False | None | False | 1428.0 | 0 | 3115562 | 107062 | None | code3.6.11 | Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (5/3.6.11) 6/16A Universal Socket | Each | 156.0 | 156.0 | 4.0 | False | None | None | False | None | False | 624.0 | 0 | 3115563 | 107062 | None | code1.13 | Supplyin and Fixing Metal Fan Box with Round Hook.(2/1.13) | No | 117.0 | 117.0 | 75.0 | False | None | None | False | None | False | 8775.0 | 0 | 3115564 | 107062 | None | code2.2.1 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block. complete for each outlet.(3/2.2.1) Short point up to 3Mtr from tapping point to out let via switch | Each | 269.0 | 269.0 | 75.0 | False | None | None | False | None | False | 20175.0 | 0 | 3115565 | 107062 | None | code2.2.2 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block. complete for each outlet.(3/2.2.2) Medium point above 3mtr up to 6Mtr from tapping point to out let via switch | Each | 361.0 | 361.0 | 75.0 | False | None | None | False | None | False | 27075.0 | 0 | 3115566 | 107062 | None | code2.2.3 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block. complete for each outlet.(3/2.2.3) Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box | Each | 379.0 | 379.0 | 75.0 | False | None | None | False | None | False | 28425.0 | 0 | 3115567 | 107062 | None | code2.3.1 | 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 (3/2.3.1) 1 mm2 | Mtr | 19.0 | 19.0 | 650.0 | False | None | None | False | None | False | 12350.0 | 0 | 3115568 | 107062 | None | code2.3.2 | 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 (3/2.3.2) 1.5 mm2 | Mtr | 26.0 | 26.0 | 1350.0 | False | None | None | False | None | False | 35100.0 | 0 | 3115569 | 107062 | None | code2.3.3 | 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 (3/2.3.3) 2.5 mm2 | Mtr | 42.0 | 42.0 | 2000.0 | False | None | None | False | None | False | 84000.0 | 0 | 3115570 | 107062 | None | code2.3.4 | 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 . (6/2.3.4)4 mm2 | Mtr | 63.0 | 63.0 | 2000.0 | False | None | None | False | None | False | 126000.0 | 0 | 3115571 | 107062 | None | code2.3.5 | 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 . (6/2.3.5)6mm2 | Mtr | 92.0 | 92.0 | 325.0 | False | None | None | False | None | False | 29900.0 | 0 | 3115572 | 107062 | None | code3.10.1 | Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws.(10/3.10.1) 80mm | No | 8.0 | 8.0 | 200.0 | False | None | None | False | None | False | 1600.0 | 0 | 3115573 | 107062 | None | code5.18.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' cure, indicator ON/OFF, energy cross-3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898. (13/5.18.1)6-32 Amps DP | Each | 415.0 | 415.0 | 20.0 | False | None | None | False | None | False | 8300.0 | 0 | 3115574 | 107062 | None | code5.18.6 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' cure, indicator ON/OFF, energy cross-3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898. (13/5.18.6)50-63 Amps TPN | Each | 1102.0 | 1102.0 | 5.0 | False | None | None | False | None | False | 5510.0 | 0 | 3115575 | 107062 | None | code5.20.4 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V up to 300mA sensitivity on existing wood/panel board. 32-40 Amps 2 pole (5.20.4) | Each | 4559.0 | 4559.0 | 5.0 | False | None | None | False | None | False | 22795.0 | 0 | 3115576 | 107062 | None | code5.19.11 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.( 5.19.11)- Double Door 4Way TP &N | Each | 4038.0 | 4038.0 | 5.0 | False | None | None | False | None | False | 20190.0 | 0 | 3115577 | 107062 | None | code5.15.9 | 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- icrcuit/Over Load. ForMicroprocessor MCCBS Facility for segregating Priority andNon-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between frontcover 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 thepoles simultaneously and they shall have a single mechanism. (5.15.9) FOUR POLE 100Amps 25kA | Each | 8487.0 | 8487.0 | 1.0 | False | None | None | False | None | False | 8487.0 | 0 | 3115578 | 107062 | None | code5.16 | Supplying and fixing of Shunt trip suitable for MCCB.CBCT (5.16) | Each | 1703.0 | 1703.0 | 1.0 | False | None | None | False | None | False | 1703.0 | 0 | 3115579 | 107062 | None | code5.21 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board.(5.21) | Each | 9255.0 | 9255.0 | 1.0 | False | None | None | False | None | False | 9255.0 | 0 | 3115580 | 107062 | None | code5.42.3 | Fabricating supplying and mounting MS box made out …SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.18SWG(5.42.3) | Sqm | 0.38 | 0.38 | 60000.0 | False | None | None | False | None | False | 22800.0 | 0 | 3115581 | 107062 | None | code5.41.2 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 50x50x6mm(5.41.2 | Mtr | 395.0 | 395.0 | 6.0 | False | None | None | False | None | False | 2370.0 | 0 | 3115582 | 107062 | None | code5.40.1 | Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete.100Amps 4x30x6mm Aluminium Strips (15/5.40.1) | Mtr | 2465.0 | 2465.0 | 1.0 | False | None | None | False | None | False | 2465.0 | 0 | 3115583 | 107062 | None | code5.7.4 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 100Amps(10/5.7.4) | Each | 691.0 | 691.0 | 3.0 | False | None | None | False | None | False | 2073.0 | 0 | 3115584 | 107062 | None | code5.38 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. (14/5.38) | Each | 515.0 | 515.0 | 3.0 | False | None | None | False | None | False | 1545.0 | 0 | 3115585 | 107062 | None | code5.33 | Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy (14/5.33) | Each | 9315.0 | 9315.0 | 4.0 | False | None | None | False | None | False | 37260.0 | 0 | 3115586 | 107062 | None | code5.34 | Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. (14/5.34) | Each | 562.0 | 562.0 | 4.0 | False | None | None | False | None | False | 2248.0 | 0 | 3115587 | 107062 | None | code5.35 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter..(14/5.35) | Each | 5705.0 | 5705.0 | 1.0 | False | None | None | False | None | False | 5705.0 | 0 | 3115588 | 107062 | None | code430 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (Water Supply 164/45/ P430A) | Job | 3750.0 | 3750.0 | 4.0 | False | None | None | False | None | False | 15000.0 | 0 | 3115589 | 107062 | None | code11.3.2 | Supplying of ....... feet - LED PVC Square Batten ..W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved. 5 years Warranty against any manufacturing defect working under standard electrical condition ( 34/11.3.2)LED light fitting 1 x 4' - 20/22 W | Each | 690.0 | 690.0 | 230.0 | False | None | None | False | None | False | 158700.0 | 0 | 3115590 | 107062 | None | code11.3.1 | Supplying of ....... feet - LED PVC Square Batten ..W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved. 5 years Warranty against any manufacturing defect working under standard electrical condition ( 34/11.3.1) LED light fitting 1 x 2' - 9/10 W | Each | 551.0 | 551.0 | 20.0 | False | None | None | False | None | False | 11020.0 | 0 | 3115591 | 107062 | None | code6.3.1 | 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 (1200 mm) Regular model (22/6.3.1) | Each | 2984.0 | 2984.0 | 112.0 | False | None | None | False | None | False | 334208.0 | 0 | 3115592 | 107062 | None | code11.6.5 | Supplying of recess mounting non integral type ........ LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI 70. efficacy 100 lumen per watt, 120degree beam spread, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5% of lamp wattage., 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 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. (11.6.5) LED modular down light 2'x2' /1' X 4' 34 -36watt | No | 5898.0 | 5898.0 | 6.0 | False | None | None | False | None | False | 35388.0 | 0 | 3115593 | 107062 | None | code6.2.1 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.12" Sweep (300mm)(22/6.2.1) | Each | 2969.0 | 2969.0 | 8.0 | False | None | None | False | None | False | 23752.0 | 0 | 3115594 | 107062 | None | code13.7.1 | 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 clamps. (13.7.1)On wall / ceiling /Rafter / Girders | Each | 122.0 | 122.0 | 170.0 | False | None | None | False | None | False | 20740.0 | 0 | 3115595 | 107062 | None | code13.10 | Fixing a Ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook wisth fan regulator to the existing board together wisth wupplying and fixing 5amps. Ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (46/13.10) | Each | 171.0 | 171.0 | 75.0 | False | None | None | False | None | False | 12825.0 | 0 | 3115596 | 107062 | None | code13.14 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with ufficient length of 23 / 0.0076 inch PVC insulated twin core wire.(46/13.14) | Each | 492.0 | 492.0 | 8.0 | False | None | None | False | None | False | 3936.0 | 0 | 3115597 | 107062 | None | code11.7.2 | Supply of LED pole mounting type post top lantern with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/ clear glass material delivering superior light outputRated life Burning Hrs 50000 hr Lumen Maintenance of 70 CCT 5500K IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor0.9 withmains, Surge Protection Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/1 EC 60598, LM 79 LM 80 Adherence withRoHS. UL approved MCPCB LED Efficiency 1301m/w, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved /Embossing on the die cast housing/ Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be mgiven by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source.LED Post Top Lantern with 35 W (35/ 11.7.2) | Each | 7722.0 | 7722.0 | 4.0 | False | None | None | False | None | False | 30888.0 | 0 | 3115598 | 107062 | None | code13.6 | Fixing charges of post top/ Gate/ Garden fitting /LED on the existing CI/ GI or any other pipe using required size of reducer, wiring using suitable wires (45/13.6) | Each | 198.0 | 198.0 | 4.0 | False | None | None | False | None | False | 792.0 | 0 | 3115599 | 107062 | None | code11.8.4 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr Lumen Maintenance of 70 maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K IP66 optical and electrical compartment & impact resistance of complete luminaire IK08 Power Factor 0.9 with mains, Surge Protection Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminaire manufacturer should have in house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. (36/11.8.4) LED Streetlight 90 Watts | No | 8860.0 | 8860.0 | 4.0 | False | None | None | False | None | False | 35440.0 | 0 | 3115600 | 107062 | None | code13.2.1 | Supplying and Fixing........mm dia class A GI pipe bracket up to 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires. (45/13.2.1) Using 25mm dia G.I.Pipe | Each | 1203.0 | 1203.0 | 4.0 | False | None | None | False | None | False | 4812.0 | 0 | 3115601 | 107062 | None | code32.14 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 (BESCOM P.No 9/ 224 /32.14) 95 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm) | Km | 373215.0 | 373215.0 | 0.15 | False | None | None | False | None | False | 55982.25 | 0 | 3115602 | 107062 | None | code32.05 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 (BESCOM P.No 9/ 215 /32.05) 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) | Km | 141842.0 | 141842.0 | 0.1 | False | None | None | False | None | False | 14184.2 | 0 | 3115603 | 107062 | None | code21.06) | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 35 to 95 Sqmm(9/230/21.06) | Rmtr | 31139.0 | 31139.0 | 0.15 | False | None | None | False | None | False | 4670.85 | 0 | 3115604 | 107062 | None | code21.05 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 2.5 to 25 Sqmm(9/230 /21.05) | Rmtr | 20.88 | 20.88 | 100.0 | False | None | None | False | None | False | 2088.0 | 0 | 3115605 | 107062 | None | code29.03 | Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed (BESCOM P.No 8/202/ 29.03) In Hard Soil (0.5*0.75*30) | Cum | 389.0 | 389.0 | 93.75 | False | None | None | False | None | False | 36468.75 | 0 | 3115606 | 107062 | None | code48.05 | GI Pipe B - Class as per IS-1239 GI Pipe - 50 mm Di(48.05 )50mm | Rmtr | 324.0 | 324.0 | 10.0 | False | None | None | False | None | False | 3240.0 | 0 | 3115607 | 107062 | None | code46.5 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments ( Water Supply and UGD SR 193/46.5 )5 HP, size 50x40 Head 46M, Discharge 174 LPM | Each | 22310.0 | 22310.0 | 1.0 | False | None | None | False | None | False | 22310.0 | 0 | 3115608 | 107062 | None | code13.9.1 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per pecifications,as per necessary ammendments and instructions of engineer incharge of work. 3.00 HP - 90 LPM @ 66 m = 6 STG Outlet Dia - 2.00 ( Water Supply and UGD SR 13.9.1 | Each | 20113.0 | 20113.0 | 1.0 | False | None | None | False | None | False | 20113.0 | 0 | 3115609 | 107062 | None | code5.2.1 | Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contractors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor. .( 10/5.2.1 ) Upto 12.5 HP | Each | 7455.0 | 7455.0 | 2.0 | False | None | None | False | None | False | 14910.0 | 0 | 3115610 | 107062 | None | code2.6.2 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100Volts with specified IS-694:1990 & confirming to the attached GTP of GROUP-A( 4/2.6.2) 3C X 2.5Sq.mm | Mtr | 168.0 | 168.0 | 100.0 | False | None | None | False | None | False | 16800.0 | 0 | 3115611 | 107062 | None | code 2.6.2 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm( Water Supply and UGD SR 2.6.2 | Each | 1250.0 | 1250.0 | 2.0 | False | None | None | False | None | False | 2500.0 | 0 | 3115612 | 107062 | None | code13.34 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work ( Water Supply and UGD SR 13.34) | Job | 1450.0 | 1450.0 | 4.0 | False | None | None | False | None | False | 5800.0 | 0 | 3115613 | 107062 | None | code13.27 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendmentswith ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50 mm ( Water Supply and UGD SR 13.27) | Each | 3050.0 | 3050.0 | 4.0 | False | None | None | False | None | False | 12200.0 | 0 |
| 1710567645000 | 0 | None | None | Buildings | Construction of zone -08 building work in Mysuru city corporation limits | 1032807.19 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3115614 | 107063 | None | code1 | RCC Pole - 9 Mtr Long, 145 Kg WL (CESC SR 1/ I b) Labour Employee Cost 20% on Labour Locality Allowance 30% | Nos | 8585.0 | 8585.0 | 6.0 | False | None | None | False | None | False | 51510.0 | 0 | 3115615 | 107063 | None | code02 | Pre - Stressed Tubular Spun Pole 11 Mtr Long - 500 Kg WL (CESC SR III/ a) Labour Employee Cost 20% on Labour Locality Allowance 30% | Nos | 20906.0 | 20906.0 | 4.0 | False | None | None | False | None | False | 83624.0 | 0 | 3115616 | 107063 | None | code03 | 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole (CESC SR 2/ IX a) Labour Employee Cost 20% on Labour Locality Allowance 30% | Nos | 555.0 | 555.0 | 12.0 | False | None | None | False | None | False | 6660.0 | 0 | 3115617 | 107063 | None | code04 | 45 KN Disc Insulator Porcelain (CESC SR 6.09
DISC | Set | 510.0 | 510.0 | 12.0 | False | None | None | False | None | False | 6120.0 | 0 | 3115618 | 107063 | None | code6.06 | 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) 6.06 | Nos | 205.0 | 205.0 | 72.0 | False | None | None | False | None | False | 14760.0 | 0 | 3115619 | 107063 | None | code6.05 | 11 KV pin insulator Polymeric(CESC SR) 6.05 | Nos | 87.0 | 87.0 | 36.0 | False | None | None | False | None | False | 3132.0 | 0 | 3115620 | 107063 | None | code7 | Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 (CESC SR XXIII a) Labour Employee Cost 20% on Labour Locality Allowance 30% | Nos | 1881.0 | 1881.0 | 4.0 | False | None | None | False | None | False | 7524.0 | 0 | 3115621 | 107063 | None | code8 | ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (CESC SR 3/ XX b) 3% Accessories Labour Employee Cost 20% on Labour Locality Allowance 30% | Km | 68308.95 | 68308.95 | 3.0 | False | None | None | False | None | False | 204926.85 | 0 | 3115622 | 107063 | None | code9 | Double Pole Transformer Structure complete with cross arms, braces, clamps, bolts & nuts and washers including 2 No of Poles (CESC SR 1/VI/e) For 100/300 kVA 4/5 Star Rated Transformer on PSCC Pole - 9 Mtr Long, 300 Kg WL - MS Labour Employee Cost 20% on Labour Locality Allowance 30% | Nos | 41764.5 | 41764.5 | 1.0 | False | None | None | False | None | False | 41764.5 | 0 | 3115623 | 107063 | None | code9 | DOLO Cut Out (CESC SR XXXII) Labour Employee Cost 20% on Labour Locality Allowance 30% | Nos | 1299.0 | 1299.0 | 1.0 | False | None | None | False | None | False | 1299.0 | 0 | 3115624 | 107063 | None | code10 | GOS Set 200 Amps Single break (CESC SR XXX/a) Labour Employee Cost 20% on Labour | Set | 10091.0 | 10091.0 | 1.0 | False | None | None | False | None | False | 10091.0 | 0 | 3115625 | 107063 | None | code17.01 | LT Protection Kit (Dwg No. BESCOM/GM/QS&S/10 Dtd 24.11.2018 (CESC SR 5/151/ 17.01) Labour Employee Cost 30% on Labour | Nos | 2253.0 | 2253.0 | 1.0 | False | None | None | False | None | False | 2253.0 | 0 | 3115626 | 107063 | None | code55.01 | Transparent Alkathine tube 19 mm dia, 2 mm thick in
coils of 30 Mtr (CESC SR 17/444/ 55.01) | Rmtr | 504.0 | 504.0 | 30.0 | False | None | None | False | None | False | 15120.0 | 0 | 3115627 | 107063 | None | code13.08 | Distribution Transformer - 3 Phase, 11kV/433V - Amorphous Core with Oil as per IS-1180 (Part-1): 2014 B. CABLE ENTRY TYPE. 250 kVA, Aluminium Wdg, Star 2 (5 Star) (CESC SR 5/130/ 13.08)100 kVA, Aluminium Wdg, Star 2 (5 Star) | Each | 216100.0 | 216100.0 | 1.0 | False | None | None | False | None | False | 216100.0 | 0 | 3115628 | 107063 | None | code3.02 | Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole
including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per
approved drawing (CESC 2/54/ 3.02) For 25/63/100 kVA Locality Allowance 30% | Set | 4376.0 | 4376.0 | 1.0 | False | None | None | False | None | False | 4376.0 | 0 | 3115629 | 107063 | None | code2.5 | 11 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975 95 Sqmm, (CESC SR 10/268 36.01)(54 GI Wires - 2.5 mm Dia) | Km | 1115615.0 | 1115615.0 | 0.06 | False | None | None | False | None | False | 66936.9 | 0 | 3115630 | 107063 | None | code31.01 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 3x95 to 150 Sqmm (CESC SR 9/226/ 31.01) | Km | 45284.0 | 45284.0 | 0.06 | False | None | None | False | None | False | 2717.04 | 0 | 3115631 | 107063 | None | code29.03 | Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed (BESCOM P.No 8/202/ 29.03) In Hard Soil | Cum | 389.0 | 389.0 | 22.5 | False | None | None | False | None | False | 8752.5 | 0 | 3115632 | 107063 | None | code45.07 | Heat Shrinkable Outdoor Type Cable Termination Kit for XLPE Cable 3x95 Sqmm (CESC SR 15/362 -45.07) | Set | 3966.0 | 3966.0 | 2.0 | False | None | None | False | None | False | 7932.0 | 0 | 3115633 | 107063 | None | code45.04 | Heat Shrinkable Indoor Type Cable Termination Kit
for XLPE Cable 3x95 Sqmm (CESC SR 14/359/ 45.04) | Set | 3654.0 | 3654.0 | 6.0 | False | None | None | False | None | False | 21924.0 | 0 | 3115634 | 107063 | None | code35.05 | Fixing of Termination Kit (CESC SR 11/306/ 35.05) | Nos | 349.0 | 349.0 | 8.0 | False | None | None | False | None | False | 2792.0 | 0 | 3115635 | 107063 | None | code15.2.5 | Supplying and making 11KV (E) Extruded "X" linked for tubing & moulded & cross-linked components using Heat Shrink Stress Control tube having High Permittivity XLPE Terminations- INDOOR & OUTDOOR JOINTING KIT latest amendments INDOOR 3Cx95/120sqmm (83/15.2.5) | Kit | 8164.0 | 8164.0 | 6.0 | False | None | None | False | None | False | 48984.0 | 0 | 3115636 | 107063 | None | code1 | Construction of platform with size stone, cement concert for erection of 500 kVA Transformer/Metering cubicle/Heavy Equipment.Construction of platform (1.5x1.5x1.2) Mtr in size stone, for erection of transformers/Heavy equipment including all materials, labour. Excavation of (1.5x1.5x1) Mtr pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 10 cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9 Mtr below ground level and 1.2 Mtr above ground level neatly hammer dressed in cement morter 1:6. Providing and Laying cement concrete slab 1.5x1.5x0.10 Mtr with cement concrete of 1:2:4 mix forming & cutting complete, providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc., curing at every stages completely. | Nos | 30361.0 | 30361.0 | 2.0 | False | None | None | False | None | False | 60722.0 | 0 | 3115637 | 107063 | None | code30 | Supplying of 40mm& down size granite metal jelly and spreading to the TC yard etc., as per ISI and ISo(Page.No II Item No.30) -- (888*1.03) | Cum | 914.64 | 914.64 | 10.0 | False | None | None | False | None | False | 9146.4 | 0 | 3115638 | 107063 | None | code11.58 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of
Engineer-in-charge. (Made of G.I. wire of dia 4 mm) (Civil SR 9/11.58) | Sqm | 676.0 | 676.0 | 80.0 | False | None | None | False | None | False | 54080.0 | 0 | 3115639 | 107063 | None | code11.15.1 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitr ed, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer: Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications /and as per directions of the Engineer-in-Charge. (Civil Sr 80/11.15.1) | Kg | 115.0 | 115.0 | 150.0 | False | None | None | False | None | False | 17250.0 | 0 | 3115640 | 107063 | None | code2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Civil SR 90/2.2.1.1) | Cum | 6231.0 | 6231.0 | 10.0 | False | None | None | False | None | False | 62310.0 | 0 |
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