| 1707562989000 | 0 | None | None | Other Works | Construction of Entrance Gate Complex to VIAT, Campus, Muddenahalli, Chickkaballapur Dist. | 7199913.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2543655 | 77837 | None | code01 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 203.7 | 203.7 | 94.2 | False | None | None | False | None | False | 19188.54 | 0 | | 2543656 | 77837 | None | code02 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work .In Hard Rock ( requiring blasting) Depth upto 1.50m | Cum | 439.95 | 439.95 | 282.6 | False | None | None | False | None | False | 124329.87 | 0 | | 2543657 | 77837 | None | code03 | KSRB-3.2: 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 chloropyriphos emulsifiable concentrates of 20% concentration, including cost of chemical, diluting in water to one percent concentration, labour, HOM of equipments, complete as per specifications. (Plinth area of the building at ground floor only shall be measured ) | Sqm | 111.3 | 111.3 | 314.0 | False | None | None | False | None | False | 34948.2 | 0 | | 2543658 | 77837 | None | code04 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 5560.8 | 5560.8 | 42.59 | False | None | None | False | None | False | 236834.472 | 0 | | 2543659 | 77837 | None | code05 | KSRB 5.4-4 : Providing and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1:4 , edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, scaffolding, curing complete as per specifications | Cum | 6620.25 | 6620.25 | 72.38 | False | None | None | False | None | False | 479173.695 | 0 | | 2543660 | 77837 | None | code06 | KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons. | Sqm | 527.94 | 527.94 | 4.2 | False | None | None | False | None | False | 2217.348 | 0 | | 2543661 | 77837 | None | code07 | Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. | Sqm | 659.93 | 659.93 | 25.25 | False | None | None | False | None | False | 16663.2325 | 0 | | 2543662 | 77837 | None | code08 | KSRB 4-6.5 : Providing and removing centering, shuttering, strutting, propping etc., for columns, pillars, post and struts, square / rectangular/ polygon in plan including cost of all materials, labour complete as per specifications. | Sqm | 554.93 | 554.93 | 137.02 | False | None | None | False | None | False | 76036.5086 | 0 | | 2543663 | 77837 | None | code09 | KSRB 4-6.7 :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications | Sqm | 1319.85 | 1319.85 | 147.7 | False | None | None | False | None | False | 194941.845 | 0 | | 2543664 | 77837 | None | code10 | KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for suspended floors, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons | Sqm | 1319.85 | 1319.85 | 75.6 | False | None | None | False | None | False | 99780.66 | 0 | | 2543665 | 77837 | None | code11 | KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3 - TMT bars Fe 550 .and as per corrigendum for issue rates dated;-8-4-2022 | Kg | 90.3 | 90.3 | 8000.0 | False | None | None | False | None | False | 722400.0 | 0 | | 2543666 | 77837 | None | code12 | 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 compactedusing 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 and down size graded crushed coarse aggregates | Cum | 6599.25 | 6599.25 | 124.91 | False | None | None | False | None | False | 824312.3175 | 0 | | 2543667 | 77837 | None | code13 | Providing Brick work with clay flyash Non Modular brick of class designation 3.5 in super structure above plinth level upto floor Ilevel in Cement mortar 1:6 (1 cement : 6 coarse sand)including cost of allmaterials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer in charge of work. | Cum | 6225.45 | 6225.45 | 86.74 | False | None | None | False | None | False | 539995.533 | 0 | | 2543668 | 77837 | None | code14 | Providing 15 mm cement plaster on the rough side of single or halfbrick 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. | Sqm | 245.7 | 245.7 | 1106.71 | False | None | None | False | None | False | 271918.647 | 0 | | 2543669 | 77837 | None | code15 | 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 (1cement: 4 coarse sand), jointing with grey cement slurry @ 3.3kg/m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600mm | Sqm | 1152.9 | 1152.9 | 6.68 | False | None | None | False | None | False | 7701.372 | 0 | | 2543670 | 77837 | None | code16 | Providing and applying white cement based putty of average thickness 1mm, 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 incharge. | Sqm | 87.15 | 87.15 | 59.6 | False | None | None | False | None | False | 5194.14 | 0 | | 2543671 | 77837 | None | code17 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2,including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 1022.7 | 1022.7 | 23.52 | False | None | None | False | None | False | 24053.904 | 0 | | 2543672 | 77837 | None | code18 | Providing and laying Ceramic glazed floor tiles of size 300x300mm (thicknes to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown,laid on 20mm thick cement mortar1:4(1Cement: 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc.,complete | Sqm | 646.8 | 646.8 | 70.5 | False | None | None | False | None | False | 45599.4 | 0 | | 2543673 | 77837 | None | code19 | Providing and fixing M.S. grills of required pattern in frames of win-dows etc. with M.S.flats, square or round bars etc.includingprimingcoat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 150.15 | 150.15 | 98.0 | False | None | None | False | None | False | 14714.7 | 0 | | 2543674 | 77837 | None | code20 | Providing Teak wood frames of doors, windows, clerestory windows,ventilators and other frames, wrought, framed or assembled includingmaking plaster groves(excluding cost of cement concrete and side clamps), but including cost of materials, labour,usage charges complete as per specifications. . | Cum | 247431.45 | 247431.45 | 0.08 | False | None | None | False | None | False | 19794.516 | 0 | | 2543675 | 77837 | None | code21 | 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 100 mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) | Sqm | 9952.95 | 9952.95 | 3.99 | False | None | None | False | None | False | 39712.2705 | 0 | | 2543676 | 77837 | None | code22 | KSRB 7.11 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using three track window frame of size 92x31.75mm bottom section 1.3mm thick, weight 1.07kg/m; sides and top sections 1.3 mm, thick, weight 0.933 kg/m.shutter frame section comprising top and bottom section of size 40mmx18mm, wall thickness 1.25mm. weight 0.417 kg./m. shutter side outer 40mmx18mm. wall thickness 1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness 1.1 mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading all aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted, in the assembled frame, stiffened with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be, with necessary steel screws, raul plugs or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar.
using aluminium section anodized to 12 - 15 microns. | Sqm | 4568.55 | 4568.55 | 5.76 | False | None | None | False | None | False | 26314.848 | 0 | | 2543677 | 77837 | None | code23 | Wall painting with premium acrylic emulsion paint of interior grade, 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. | Sqm | 82.95 | 82.95 | 72.75 | False | None | None | False | None | False | 6034.6125 | 0 | | 2543678 | 77837 | None | code24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufactureafter 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 directionsofEngineer-in-charge. | Sqm | 136.5 | 136.5 | 5.76 | False | None | None | False | None | False | 786.24 | 0 | | 2543679 | 77837 | None | code25 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade,mirror polished, pre mouldedandprepolished,machinecutfor kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texturel aid over 20 mm thick base cement mortar 1:4 (1cement:4coarsesand) , joints treated with white cement, mixed with matching pigment, epoxytouchup, including rubbing, curing, moulding and polishing to edgestogivehighglossfinish etc.complete atalllevels. Areaofthe slab= 0.50m2 | Sqm | 3624.6 | 3624.6 | 40.95 | False | None | None | False | None | False | 148427.37 | 0 | | 2543680 | 77837 | None | code26 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc.completen as per design approved by Engineer-in-charge. | m | 282.45 | 282.45 | 78.0 | False | None | None | False | None | False | 22031.1 | 0 | | 2543681 | 77837 | None | code27 | Providing external walls with texture finish using approved brand paint, applied uniformly in three coats over one coat of primer including cost of all materials, machineries, labour, transportation, loading and unloading, all lead and lift and all other incidental charges including scaffolding and removing stains, complete as per specifications. | Sqm | 357.0 | 357.0 | 941.63 | False | None | None | False | None | False | 336161.91 | 0 | | 2543682 | 77837 | None | code28 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 114.45 | 114.45 | 1768.36 | False | None | None | False | None | False | 202388.802 | 0 | | 2543683 | 77837 | None | code29 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 20mm nominal OD pipes | m | 164.85 | 164.85 | 73.8 | False | None | None | False | None | False | 12165.93 | 0 | | 2543684 | 77837 | None | code30 | Providing and fixing to wall, ceiling and floor unplasticised PVC 6.00 kgs/sqcm working pressure with pipe fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specifications. - 110mm dia | m | 455.7 | 455.7 | 55.0 | False | None | None | False | None | False | 25063.5 | 0 | | 2543685 | 77837 | None | code31 | KSRB 10-3 : Providing and laying integral cement based waterproofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc., consisting of following application. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water proofing compound conforming to IS:2645 over the RCC slab after cleaning the surface before treatment. (b) Laying cement concrete using broken brick bats 25mm to 100mm size with 50% of cement mortar 1:5 admixed with proprietary water proofing compound conforming IS:2645 over 20mm thick layer of cement mortar 1:5 admixed with proprietary water proofing compound to required slope and treating similarly the adjoining walls upto 300mm height including rounding off junctions of walls and slabs. (c) After two days of proper curing, applying a second coat of cement lurry admixed with proprietary water proofing compound (d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 admixed with proprietary water proofing compound and finally finishing the surface with trowel and neat cement slurry and making of 300x300mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test including cost of materials, labour complete as per specifications. | Sqm | 1071.0 | 1071.0 | 77.0 | False | None | None | False | None | False | 82467.0 | 0 | | 2543686 | 77837 | None | code32 | KSRRB 300-28. Box cutting / trenching the sub grade to proper slope, camber and removing inequalities including removing the stuff and depositing on the road side slopes ( cutting of earthwork shall be paid seperately in the respective item on the basis of classification of the excavation) including cost of all labour complete as per specifications. MORTH Chapter 3 | Sqm | 2.1 | 2.1 | 450.0 | False | None | None | False | None | False | 945.0 | 0 | | 2543687 | 77837 | None | code33 | Providing and fixing pre cast solid concrete kerb stones of size 450x200x400 mm made out of CC 1:2:4 and finished with CM 1:3 plastering and finishing cutting etc., complete. | Nos | 475.65 | 475.65 | 220.0 | False | None | None | False | None | False | 104643.0 | 0 | | 2543688 | 77837 | None | code34 | KSRB 2.5 : Earthwork excavation in soil deposits and filling sides of foundation upto plinth in layers not exceeding 20cms. in depth, compacting each deposited layer by ramming after watering with all lead and lift including cost of all labour complete as per specifications. | Cum | 127.05 | 127.05 | 123.53 | False | None | None | False | None | False | 15694.4865 | 0 | | 2543689 | 77837 | None | code35 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | Cum | 2397.15 | 2397.15 | 208.8 | False | None | None | False | None | False | 500524.92 | 0 | | 2543690 | 77837 | None | code36 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. | Cum | 4405.8 | 4405.8 | 139.2 | False | None | None | False | None | False | 613287.36 | 0 | | 2543691 | 77837 | None | code37 | Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | Cum | 9815.4 | 9815.4 | 121.8 | False | None | None | False | None | False | 1195515.72 | 0 | | 2543692 | 77837 | None | code38 | Vaccum de-watering with vaccum pump and suction mat and compaction with skin floater clubbed with floating disc including cost of generator, HOM of machinery, Screed Vibratory, Power Floater, blade and disc etc., with all lead and lift. | Sqm | 94.5 | 94.5 | 609.0 | False | None | None | False | None | False | 57550.5 | 0 | | 2543693 | 77837 | None | code39 | Providing groove cutting for width of 5mm to 10mm and depth 80mm- 100mm including cost of cutting machine, generator & HOM of machinery, including cost of blade,coolant etc., including cleaning of groove & providing sand and hot bitumen fillars, and filler metal etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. - for concrete pavement . | Rmtr | 157.5 | 157.5 | 320.0 | False | None | None | False | None | False | 50400.0 | 0 |
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