1726553353000 | 0 | None | None | Buildings | Construction of Room at GLP School in Kogilagere village of Aravatagi Gram Panchayat in Alnavara Taluk of Dharwad District. (Baby House) | 1004834.69 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4011891 | 155351 | None | 1.15.1 | 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 ordinary/soft rock without blasting upto 1.5 m depth | Cum | 363.0 | 363.0 | 4.04 | False | None | None | False | None | False | 1466.52 | 0 | 4011892 | 155351 | None | 1.4.2 | 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 exceeding 1.5m, but not exceeding 3 m | Cum | 259.0 | 259.0 | 11.64 | False | None | None | False | None | False | 3014.76 | 0 | 4011893 | 155351 | None | 1.9 | 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 | 266.0 | 266.0 | 15.68 | False | None | None | False | None | False | 4170.88 | 0 | 4011894 | 155351 | None | 2.1.2 | 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 | Cum | 5664.0 | 5664.0 | 6.91 | False | None | None | False | None | False | 39138.24 | 0 | 4011895 | 155351 | None | 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand | Cum | 6389.0 | 6389.0 | 18.25 | False | None | None | False | None | False | 116599.25 | 0 | 4011896 | 155351 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all othe appurtenaces required to complete the work | Cum | 474.0 | 474.0 | 41.0 | False | None | None | False | None | False | 19434.0 | 0 | 4011897 | 155351 | None | 2.2.1.1 | 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. (Footing, Plinth beam, Lintel) | Cum | 6287.0 | 6287.0 | 6.36 | False | None | None | False | None | False | 39985.32 | 0 | 4011898 | 155351 | None | 2.2.1.A | 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. (Footing Form work) | Cum | 502.96 | 502.96 | 3.78 | False | None | None | False | None | False | 1901.1888 | 0 | 4011899 | 155351 | None | 2.2.1.B | 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. (Plinth beam Form work) | Cum | 3143.5 | 3143.5 | 1.72 | False | None | None | False | None | False | 5406.82 | 0 | 4011900 | 155351 | None | 2.2.1C | 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. (Lintel Form work) | Cum | 3772.2 | 3772.2 | 0.86 | False | None | None | False | None | False | 3244.092 | 0 | 4011901 | 155351 | None | 2.2.2.1 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Column, Roof Beam, Slab) | Cum | 6248.0 | 6248.0 | 15.8 | False | None | None | False | None | False | 98718.4 | 0 | 4011902 | 155351 | None | 2.2.2.1A | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Column Form work) | Cum | 4373.6 | 4373.6 | 3.64 | False | None | None | False | None | False | 15919.904 | 0 | 4011903 | 155351 | None | 2.2.2.1B | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Roof beam Form work) | Cum | 3748.8 | 3748.8 | 2.96 | False | None | None | False | None | False | 11096.448 | 0 | 4011904 | 155351 | None | 2.2.2.1C | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Slab Form work) | Cum | 3124.0 | 3124.0 | 9.2 | False | None | None | False | None | False | 28740.8 | 0 | 4011905 | 155351 | None | 2.11A | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 89.46 | 89.46 | 1701.8 | False | None | None | False | None | False | 152243.028 | 0 | 4011906 | 155351 | None | 6.2 | Providing Brick work with common burnt clay Non 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. | Cum | 7978.0 | 7978.0 | 13.84 | False | None | None | False | None | False | 110415.52 | 0 | 4011907 | 155351 | None | 2.1.3 | 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 | 5698.0 | 5698.0 | 2.5 | False | None | None | False | None | False | 14245.0 | 0 | 4011908 | 155351 | None | 11.34A | 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. | Kg | 168.0 | 168.0 | 134.4 | False | None | None | False | None | False | 22579.2 | 0 | 4011909 | 155351 | None | 12.12 | Providing Mathi/Nandi 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. | Cum | 124202.0 | 124202.0 | 0.066 | False | None | None | False | None | False | 8197.332 | 0 | 4011910 | 155351 | None | 12.15 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. 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 | Sqm | 7444.0 | 7444.0 | 2.52 | False | None | None | False | None | False | 18758.88 | 0 | 4011911 | 155351 | None | 11.44 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 4345.0 | 4345.0 | 4.32 | False | None | None | False | None | False | 18770.4 | 0 | 4011912 | 155351 | None | 8.1.1 | 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 | Sqm | 255.0 | 255.0 | 73.61 | False | None | None | False | None | False | 18770.55 | 0 | 4011913 | 155351 | None | 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6(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 | 241.0 | 241.0 | 89.26 | False | None | None | False | None | False | 21511.66 | 0 | 4011914 | 155351 | None | 8.9 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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 | 385.0 | 385.0 | 161.99 | False | None | None | False | None | False | 62366.15 | 0 | 4011915 | 155351 | None | 9.12.2 | 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 600x600mm | Sqm | 1145.0 | 1145.0 | 75.33 | False | None | None | False | None | False | 86252.85 | 0 | 4011916 | 155351 | None | 8.51 | 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 | Sqm | 100.0 | 100.0 | 162.87 | False | None | None | False | None | False | 16287.0 | 0 | 4011917 | 155351 | None | 8.40 | 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. | Sqm | 115.0 | 115.0 | 161.87 | False | None | None | False | None | False | 18615.05 | 0 | 4011918 | 155351 | None | 8.29 | 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 | 283.0 | 283.0 | 161.99 | False | None | None | False | None | False | 45843.17 | 0 | 4011919 | 155351 | None | 8.41 | 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 manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including reparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 167.0 | 167.0 | 6.84 | False | None | None | False | None | False | 1142.28 | 0 |
|