| 1708075879000 | 0 | None | None | Buildings | Chikkaballapur Taluk Kuppahalli Gram Panchayats new building construction is in progress. | 2542459.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2646045 | 82455 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including 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, tools, usage& other appurtenances required to complete the work. & with all lead and lift. and as per direction of the Engineer in charge of work. | Cum | 575.0 | 575.0 | 85.2 | False | None | None | False | None | False | 48990.0 | 0 | | 2646046 | 82455 | None | code02 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:5:10 Using 40 mm and down size graded crushed coarse aggregates & with all lead and lift. and as per direction of the Engineer in charge of work. | Cum | 5338.0 | 5338.0 | 5.6 | False | None | None | False | None | False | 29892.8 | 0 | | 2646047 | 82455 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) & with all lead and lift. and as per direction of the Engineer in charge of work. | Cum | 5611.0 | 5611.0 | 14.78 | False | None | None | False | None | False | 82930.58 | 0 | | 2646048 | 82455 | None | code04 | Filling approved 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. & with all lead and lift. and as per direction of the Engineer in charge of work. | Cum | 266.0 | 266.0 | 3130.76 | False | None | None | False | None | False | 832782.16 | 0 | | 2646049 | 82455 | None | code05 | 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. & with all lead and lift. and as per direction of the Engineer in charge of work. | Sqm | 1310.0 | 1310.0 | 83.12 | False | None | None | False | None | False | 108887.2 | 0 | | 2646050 | 82455 | None | code06 | 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 &incliding formwork ) 2.5.1 M20 Design Mix Using M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m 6,471.00 2.5.2 M25 Design & with all lead and lift. and as per direction of the Engineer in charge of work. | Cum | 9945.0 | 9945.0 | 23.4 | False | None | None | False | None | False | 232713.0 | 0 | | 2646051 | 82455 | None | code07 | 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 & with all lead and lift. and as per direction of the Engineer in charge of work. | t | 89457.0 | 89457.0 | 1.8 | False | None | None | False | None | False | 161022.6 | 0 | | 2646052 | 82455 | None | code08 | 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 mitred, 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. & with all lead and lift. and as per direction of the Engineer in charge of work. | Kg | 128.0 | 128.0 | 150.0 | False | None | None | False | None | False | 19200.0 | 0 | | 2646053 | 82455 | None | code09 | 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. V | Sqm | 279.0 | 279.0 | 119.28 | False | None | None | False | None | False | 33279.12 | 0 | | 2646054 | 82455 | None | code10 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 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 | 354.0 | 354.0 | 272.6 | False | None | None | False | None | False | 96500.4 | 0 | | 2646055 | 82455 | None | code11 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 g/L, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. One coat as per specifications and as per directions of Engineer in charge. | Sqm | 43.0 | 43.0 | 249.55 | False | None | None | False | None | False | 10730.65 | 0 | | 2646056 | 82455 | None | code12 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved
make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acidand/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile | Sqm | 1246.0 | 1246.0 | 72.56 | False | None | None | False | None | False | 90409.76 | 0 | | 2646057 | 82455 | None | code13 | 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 two half stall urinals with 5 litre P.V.C. automatic flushing cistern | No | 12943.0 | 12943.0 | 3.0 | False | None | None | False | None | False | 38829.0 | 0 | | 2646058 | 82455 | None | code14 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | No | 6238.0 | 6238.0 | 4.0 | False | None | None | False | None | False | 24952.0 | 0 | | 2646059 | 82455 | None | code15 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water 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 & with all lead and lift. and as per direction of the Engineer in charge of work. | Rmtr | 242.0 | 242.0 | 312.0 | False | None | None | False | None | False | 75504.0 | 0 | | 2646060 | 82455 | None | code16 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 90 mm nominal dia Pipes & with all lead and lift. and as per direction of the Engineer in charge of work. | Rmtr | 674.0 | 674.0 | 12.0 | False | None | None | False | None | False | 8088.0 | 0 | | 2646061 | 82455 | None | code17 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. & with all lead and lift. and as per direction of the Engineer in charge of work. | No | 846.0 | 846.0 | 8.0 | False | None | None | False | None | False | 6768.0 | 0 | | 2646062 | 82455 | None | code18 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) with C.I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay (non modular) bricks of class designation 3.5 & with all lead and lift. and as per direction of the Engineer in charge of work. | No | 1706.0 | 1706.0 | 3.0 | False | None | None | False | None | False | 5118.0 | 0 | | 2646063 | 82455 | None | code19 | Providing & fixing RCC rings for soap pit & with all lead and lift. and as per direction of the Engineer in charge of work. | No | 700.0 | 700.0 | 7.0 | False | None | None | False | None | False | 4900.0 | 0 | | 2646064 | 82455 | None | code20 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/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. | Sqm | 178.0 | 178.0 | 249.55 | False | None | None | False | None | False | 44419.9 | 0 | | 2646065 | 82455 | None | code21 | 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. | l | 9.0 | 9.0 | 1000.0 | False | None | None | False | None | False | 9000.0 | 0 | | 2646066 | 82455 | None | code22 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 183.0 | 183.0 | 1900.0 | False | None | None | False | None | False | 347700.0 | 0 | | 2646067 | 82455 | None | code23 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm and down size graded crushed coarse aggregates & with all lead and lift. and as per direction of the Engineer in charge of work. | Cum | 6217.0 | 6217.0 | 36.97 | False | None | None | False | None | False | 229842.49 | 0 |
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