1724670655000 | 0 | None | None | Other Works | Construction of Dr B R Ambedkar Bhavana at Vaichakurahalli village Gouribidanur taluk | 1016355.16 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3856991 | 147509 | None | code01 | Earth work excavation for Foundation by manual means for all Buildings, Bridges, Retaining walls, Abutment Piers and such similar works as per drawing and technical Specifications, including setting out, providing shoring & strutting,barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils Depth upto 1.5 m . & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 186.0 | 186.0 | 38.81 | False | None | None | False | None | False | 7218.66 | 0 | 3856992 | 147509 | None | code02 | 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 and down size graded crushed coarse aggregates . & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 5206.0 | 5206.0 | 10.6 | False | None | None | False | None | False | 55183.6 | 0 | 3856993 | 147509 | None | code03 | 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 | Kg | 92.0 | 92.0 | 2289.85 | False | None | None | False | None | False | 210666.2 | 0 | 3856994 | 147509 | None | code04 | 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. M20 designmix using 20mm(The cost of steel reinforcement & formwork to be paid separately) . & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 5968.0 | 5968.0 | 9.01 | False | None | None | False | None | False | 53771.68 | 0 | 3856995 | 147509 | None | code05 | Add Centring Charges for Columns below plinth & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 4177.0 | 4177.0 | 4.76 | False | None | None | False | None | False | 19882.52 | 0 | 3856996 | 147509 | None | code06 | Providing and constructing laterite size stone masonry including cost
and conveyance of all materials curing etc complete as per specification
I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for
saturated dry samples - For Foundation. & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 5594.0 | 5594.0 | 14.68 | False | None | None | False | None | False | 82119.92 | 0 | 3856997 | 147509 | None | code07 | Providing and constructing laterite size stone masonry including cost
and conveyance of all materials curing etc complete as per specification
I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for
saturated dry samples - For Basement in CM 1:6.. & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 5650.0 | 5650.0 | 7.26 | False | None | None | False | None | False | 41019.0 | 0 | 3856998 | 147509 | None | code08 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works ofbridges, 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 and down size graded crushed coarse aggregates . & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 5992.0 | 5992.0 | 4.92 | False | None | None | False | None | False | 29480.64 | 0 | 3856999 | 147509 | None | code09 | Add Centring Charges for Plinth &Lintel & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 2996.0 | 2996.0 | 4.92 | False | None | None | False | None | False | 14740.32 | 0 | 3857000 | 147509 | None | code10 | 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. . & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 204.0 | 204.0 | 38.81 | False | None | None | False | None | False | 7917.24 | 0 | 3857001 | 147509 | None | code11 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. . & with all lead & lifts and as per direction of the Engineer in charge of work. | Sqm | 200.0 | 200.0 | 15.64 | False | None | None | False | None | False | 3128.0 | 0 | 3857002 | 147509 | None | code12 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 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. . & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 7413.0 | 7413.0 | 12.25 | False | None | None | False | None | False | 90809.25 | 0 | 3857003 | 147509 | None | code13 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, 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) M20 Design Mix Using 20 mm and down size graded crushed coarseaggregates . & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 6182.0 | 6182.0 | 16.55 | False | None | None | False | None | False | 102312.1 | 0 | 3857004 | 147509 | None | code14 | Add Centring Charges for Beam and roof . & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 3091.0 | 3091.0 | 19.66 | False | None | None | False | None | False | 60769.06 | 0 | 3857005 | 147509 | None | code15 | 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 . & with all lead & lifts and as per direction of the Engineer in charge of work. | Sqm | 368.0 | 368.0 | 72.26 | False | None | None | False | None | False | 26591.68 | 0 | 3857006 | 147509 | 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 steel windows by welding . & with all lead & lifts and as per direction of the Engineer in charge of work. | Sqm | 131.0 | 131.0 | 399.6 | False | None | None | False | None | False | 52347.6 | 0 | 3857007 | 147509 | None | code17 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in charge. | Sqm | 262.0 | 262.0 | 80.94 | False | None | None | False | None | False | 21206.28 | 0 | 3857008 | 147509 | None | code18 | 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 | 274.0 | 274.0 | 70.42 | False | None | None | False | None | False | 19295.08 | 0 | 3857009 | 147509 | None | code19 | Providing 12 mm cement plaster 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.. | Sqm | 248.0 | 248.0 | 109.46 | False | None | None | False | None | False | 27146.08 | 0 | 3857010 | 147509 | None | code20 | Providing lime rendering for plastering to wall and ceiling, including cost of materials, labour, curing complete as per specifications . & with all lead & lifts and as per direction of the Engineer in charge of work. | Sqm | 32.0 | 32.0 | 151.36 | False | None | None | False | None | False | 4843.52 | 0 | 3857011 | 147509 | None | code21 | Providing and laying vitrified floor tiles with thickness 9-10 mm in
different sizes 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 500x500 mm. & with all lead & lifts and as per direction of the Engineer in charge of work. | Sqm | 1087.0 | 1087.0 | 57.39 | False | None | None | False | None | False | 62382.93 | 0 | 3857012 | 147509 | None | code22 | Distempering with oil bound washable distemper of approved brand
and manufacture to give an even shade :New work (two coats) over
and including water thinnable priming coat with cement primer after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as
per directions of Engineer-in-charge. | Sqm | 105.0 | 105.0 | 80.94 | False | None | None | False | None | False | 8498.7 | 0 | 3857013 | 147509 | None | code23 | 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 . & with all lead & lifts and as per direction of the Engineer in charge of work. | Sqm | 40.0 | 40.0 | 109.46 | False | None | None | False | None | False | 4378.4 | 0 | 3857014 | 147509 | None | code24 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. . & with all lead & lifts and as per direction of the Engineer in charge of work. | Sqm | 66.0 | 66.0 | 109.4 | False | None | None | False | None | False | 7220.4 | 0 | 3857015 | 147509 | None | code25 | Painting with synthetic enamel 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. . & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 90.0 | 90.0 | 38.07 | False | None | None | False | None | False | 3426.3 | 0 |
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