1709381218000 | 0 | None | None | Buildings | Continuation of Construction work of main water supply station in ward No.19 of Bangarpet TMC | 3202941.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2890406 | 94629 | None | Code01 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable aterial to the appropriate disposal area as per direction of Engineer-in-charge | Cum | 2498.78 | 2498.78 | 14.57 | False | None | None | False | None | False | 36407.2246 | 0 | 2890407 | 94629 | None | Code02 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge | Cum | 496.46 | 496.46 | 37.23 | False | None | None | False | None | False | 18483.2058 | 0 | 2890408 | 94629 | None | Code03 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work n all kinds of soils Depth upto 3 m | Cum | 249.26 | 249.26 | 396.9 | False | None | None | False | None | False | 98931.294 | 0 | 2890409 | 94629 | None | Code04 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 273.98 | 273.98 | 119.07 | False | None | None | False | None | False | 32622.7986 | 0 | 2890410 | 94629 | None | Code05 | 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 40 mm nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 11.5 | False | None | None | False | None | False | 70939.705 | 0 | 2890411 | 94629 | None | Code06 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other 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 Columns | Cum | 9789.12 | 9789.12 | 8.64 | False | None | None | False | None | False | 84577.9968 | 0 | 2890412 | 94629 | None | Code06.1 | Sump bottom slab | Cum | 7178.69 | 7178.69 | 28.38 | False | None | None | False | None | False | 203731.2222 | 0 | 2890413 | 94629 | None | Code06.2 | Sump walls | Cum | 8483.9 | 8483.9 | 32.96 | False | None | None | False | None | False | 279629.344 | 0 | 2890414 | 94629 | None | Code06.3 | Beams | Cum | 10441.73 | 10441.73 | 4.86 | False | None | None | False | None | False | 50746.8078 | 0 | 2890415 | 94629 | None | Code06.4 | Roof Slab | Cum | 9789.12 | 9789.12 | 33.11 | False | None | None | False | None | False | 324117.7632 | 0 | 2890416 | 94629 | None | Code7 | 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.) | Tonne | 81381.33 | 81381.33 | 12.37 | False | None | None | False | None | False | 1006687.0521 | 0 | 2890417 | 94629 | None | Code8 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/ stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 441.87 | 441.87 | 135.78 | False | None | None | False | None | False | 59997.1086 | 0 | 2890418 | 94629 | None | Code9 | Providing and applying two component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti-algae, antifungal Non-toxic hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 300 of US FDA having mixing Ratio (Base Hardener Water) 1 1 1 to be applied at 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster, and that Item No. 4 is completed across the entire surface prior to applying the protective plaster. The Waterproofing material shall have Specific Gravity 1.2 Water vapour presence 244.48 g/m2/24 hrs. As per IS 7809/Pt2/1977 adhesion strength 2 N/mm2 as per ASTM D 4541 02 the finished cost to include surface preparation completely as per specification. | Sqm | 1723.19 | 1723.19 | 221.46 | False | None | None | False | None | False | 381617.6574 | 0 | 2890419 | 94629 | None | Code10 | 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. | Sqm | 1267.93 | 1267.93 | 149.1 | False | None | None | False | None | False | 189048.363 | 0 | 2890420 | 94629 | None | Code11 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. | Each | 2482.3 | 2482.3 | 1.0 | False | None | None | False | None | False | 2482.3 | 0 | 2890421 | 94629 | None | Code12 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm | Mtr | 4508.31 | 4508.31 | 4.0 | False | None | None | False | None | False | 18033.24 | 0 | 2890422 | 94629 | None | Code13 | Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . 100mm dia over flow) | Each | 1916.83 | 1916.83 | 2.0 | False | None | None | False | None | False | 3833.66 | 0 | 2890423 | 94629 | None | Code13.1 | 150mm dia Outlet | Each | 2440.07 | 2440.07 | 2.0 | False | None | None | False | None | False | 4880.14 | 0 | 2890424 | 94629 | None | Code14 | 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 | Cum | 164.8 | 164.8 | 29.0 | False | None | None | False | None | False | 4779.2 | 0 | 2890425 | 94629 | None | Code15 | Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. 100 mm dia (overflow) | Mtr | 3100.3 | 3100.3 | 5.0 | False | None | None | False | None | False | 15501.5 | 0 | 2890426 | 94629 | None | Code15.1 | 150 mm dia Outlet | Mtr | 4952.24 | 4952.24 | 20.0 | False | None | None | False | None | False | 99044.8 | 0 | 2890427 | 94629 | None | Code16 | 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. | Kgs | 188.49 | 188.49 | 42.0 | False | None | None | False | None | False | 7916.58 | 0 | 2890428 | 94629 | None | Code17 | KSRB 7.10 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size61.85x31.75mm with1.2mm thick, bottom section weight 0.695kg/m,sides and top sections 1.333 thick weight 0.659kg/m; and shutter comprising top and bottom section of size40mmx18mm , 1.25 thick 0.417 kg/m; shutter outer side 40mmx18mm ,1.25 thick weight 0.417kg/m,shutter interlock section40mmx26.7mm,1.1mm thick,weight 0.469kg/m.the shutters mounted on nylon rollers with approved quqlity of fixtures such as alluminium haandles,tower boltss etc.,;and providing and fixing 5.5mm.thickplain glass for shutters fitted with rubber beading alluminium sections including cutting required length ,joints mitred subdividing theframe tennened and in the assembled frame stiffened with end clips at coner angles etc., and fixed to the walls,lintles,floor beams and/cill as the case maye be with neccessary steel screws,raul plugh or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, alluminium sections pretreated for removal of any. using aluminium section powdered coated to a minimum of 60-70 microns with exterior durable pure polyster grade powder of approved quality. Specification No.KBS | Sqm | 4014.94 | 4014.94 | 4.0 | False | None | None | False | None | False | 16059.76 | 0 | 2890429 | 94629 | None | Code18 | KSRB 7.3 : Providing and fixing 1mm thick M.S. sheet garage door with frame and diagonal braces of size 40x40x6 mm angle Iron, 3.15mm thick M.S. Gusset plates at the junctions and corners, with handles, stoppers and locking arrangements etc., including applying a priming coat of red lead paint cost of materials, labour, HOM of machinery complete as per specifications. Double leaf door of size 2.4x2.4m Specification No. KBS 7.9 | Sqm | 2401.96 | 2401.96 | 2.52 | False | None | None | False | None | False | 6052.9392 | 0 | 2890430 | 94629 | None | Code19 | 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. | Sqm | 262.65 | 262.65 | 142.38 | False | None | None | False | None | False | 37396.107 | 0 | 2890431 | 94629 | None | Code20 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge | Sqm | 303.85 | 303.85 | 166.3 | False | None | None | False | None | False | 50530.255 | 0 | 2890432 | 94629 | None | Code21 | 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. | Sqm | 103.0 | 103.0 | 308.68 | False | None | None | False | None | False | 31794.04 | 0 | 2890433 | 94629 | None | Code22 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 130.81 | 130.81 | 142.38 | False | None | None | False | None | False | 18624.7278 | 0 | 2890434 | 94629 | None | Code23 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 291.49 | 291.49 | 166.3 | False | None | None | False | None | False | 48474.787 | 0 |
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