| 1721372050000 | 0 | None | None | Buildings | Construction of Ambedkar Bhavana in Sompura Village of Bantenahalli G.P in Belur Taluk | 1006039.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3547309 | 128204 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, 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. (CSR. Vol-1, P.5/I.1.1) | Sqm | 91.0 | 91.0 | 100.0 | False | None | None | False | None | False | 9100.0 | 0 | | 3547310 | 128204 | None | code02 | 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. (CSR. Vol-1, P.5/I.1.4.1) | Cum | 242.0 | 242.0 | 33.132 | False | None | None | False | None | False | 8017.944 | 0 | | 3547311 | 128204 | None | code03 | 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 (CSR. Vol-1, P.15/I.2.1.3) | Cum | 5989.0 | 5989.0 | 7.756 | False | None | None | False | None | False | 46450.684 | 0 | | 3547312 | 128204 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR. Vol-2, P.9/I.5.4) | Cum | 6389.0 | 6389.0 | 17.21 | False | None | None | False | None | False | 109954.69 | 0 | | 3547313 | 128204 | 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 20 mm nominal size graded crushed coarse aggregates(CSR. Vol-1, P.13/I.2.1.4) | Cum | 6217.0 | 6217.0 | 0.192 | False | None | None | False | None | False | 1193.664 | 0 | | 3547314 | 128204 | None | code06 | 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.. (CSR. Vol-1, P.7/I.1.9) | Cum | 266.0 | 266.0 | 42.76 | False | None | None | False | None | False | 11374.16 | 0 | | 3547315 | 128204 | None | code07 | Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification. (CSR. Vol-2, P.190/I.21.10) | Sqm | 299.0 | 299.0 | 12.184 | False | None | None | False | None | False | 3643.016 | 0 | | 3547316 | 128204 | None | code08 | 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 (CSR. Vol-1, P.15/I.2.2.1.1) | Cum | 6789.96 | 6789.96 | 7.062 | False | None | None | False | None | False | 47950.69752 | 0 | | 3547317 | 128204 | None | code09 | 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 (CSR. Vol-1, P.15/I.2.2.1.1) | Cum | 10687.9 | 10687.9 | 1.746 | False | None | None | False | None | False | 18661.0734 | 0 | | 3547318 | 128204 | None | code10 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR. Vol-1, P.16/I.2.4.2) | Cum | 9484.5 | 9484.5 | 1.364 | False | None | None | False | None | False | 12936.858 | 0 | | 3547319 | 128204 | None | code11 | 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 & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR. Vol-1, P.16/I.2.5.1) | Cum | 10608.0 | 10608.0 | 0.89 | False | None | None | False | None | False | 9441.12 | 0 | | 3547320 | 128204 | None | code12 | 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 & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR. Vol-1, P.16/I.2.5.1) | Cum | 9613.5 | 9613.5 | 0.648 | False | None | None | False | None | False | 6229.548 | 0 | | 3547321 | 128204 | None | code13 | 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. (CSR. Vol-2, P.17/I.6.32) | Sqm | 1310.0 | 1310.0 | 79.221 | False | None | None | False | None | False | 103779.51 | 0 | | 3547322 | 128204 | None | code14 | 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 & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR. Vol-1, P.16/I.2.5.1) | Cum | 10608.0 | 10608.0 | 0.744 | False | None | None | False | None | False | 7892.352 | 0 | | 3547323 | 128204 | None | code15 | 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 & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR. Vol-1, P.16/I.2.5.1) | Cum | 9945.0 | 9945.0 | 2.306 | False | None | None | False | None | False | 22933.17 | 0 | | 3547324 | 128204 | None | code16 | 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 Buildings (CSR. Vol-2, P.80/I.2.11a) | Tonne | 89457.0 | 89457.0 | 0.9357 | False | None | None | False | None | False | 83704.9149 | 0 | | 3547325 | 128204 | None | code17 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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. (CSR. Vol-2, P.17/I.6.34) | Sqm | 1104.0 | 1104.0 | 5.76 | False | None | None | False | None | False | 6359.04 | 0 | | 3547326 | 128204 | None | code18 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (CSR. Vol-2, P.26/I.7.38) | Sqm | 568.0 | 568.0 | 76.5 | False | None | None | False | None | False | 43452.0 | 0 | | 3547327 | 128204 | None | code19 | 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. (CSR. Vol-2, P.81/I.11.16.1) | Kg | 136.0 | 136.0 | 927.19 | False | None | None | False | None | False | 126097.84 | 0 | | 3547328 | 128204 | None | code20 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (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.(CSR. Vol-2, P.41/I.8.2.2) | Sqm | 279.0 | 279.0 | 115.854 | False | None | None | False | None | False | 32323.266 | 0 | | 3547329 | 128204 | None | code21 | Providing 20 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.(CSR. Vol-2, P.41/I.8.3.2) | Sqm | 333.0 | 333.0 | 94.254 | False | None | None | False | None | False | 31386.582 | 0 | | 3547330 | 128204 | None | code22 | 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..(CSR. Vol-2, P.41/I.8.1.1) | Sqm | 255.0 | 255.0 | 15.75 | False | None | None | False | None | False | 4016.25 | 0 | | 3547331 | 128204 | None | code23 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (CSR. Vol-2, P.75/I.11.5.1) | Sqm | 4478.0 | 4478.0 | 17.73 | False | None | None | False | None | False | 79394.94 | 0 | | 3547332 | 128204 | None | code24 | 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 (CSR. Vol-2, P.85/I.11.34A) | Kg | 168.0 | 168.0 | 311.85 | False | None | None | False | None | False | 52390.8 | 0 | | 3547333 | 128204 | None | code25 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (CSR. Vol-2, P.76/I.11.6.1) | Sqm | 2633.0 | 2633.0 | 5.76 | False | None | None | False | None | False | 15166.08 | 0 | | 3547334 | 128204 | None | code26 | 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. 9.12.2Size of Tile 600x1200 mm (CSR. Vol-2, P.60/I.9.12.5) | Sqm | 1314.0 | 1314.0 | 52.617 | False | None | None | False | None | False | 69138.738 | 0 | | 3547335 | 128204 | None | code27 | 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. (CSR. Vol-2, P.45/I.8.25) | Sqm | 137.0 | 137.0 | 88.614 | False | None | None | False | None | False | 12140.118 | 0 | | 3547336 | 128204 | None | code28 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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.(CSR. Vol-2, P.45/I.8.27) | Sqm | 53.0 | 53.0 | 155.52 | False | None | None | False | None | False | 8242.56 | 0 | | 3547337 | 128204 | None | code29 | 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..(CSR. Vol-2, P.45/I.8.28) | Sqm | 89.0 | 89.0 | 155.52 | False | None | None | False | None | False | 13841.28 | 0 | | 3547338 | 128204 | None | code30 | 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 preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions
of Engineer-in-charge. (CSR. Vol-2, P.48/I.8.41) | Sqm | 167.0 | 167.0 | 52.853 | False | None | None | False | None | False | 8826.451 | 0 |
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