| 1725605668000 | 0 | None | None | Roads | Development of Road from Cheemangala-Attiganahalli road to Arikere village and culvert Construction in Cheemangala Gram Panchay at Shidlaghatta taluk, | 837648.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3932495 | 151927 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 upto 1.5 m & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 242.0 | 242.0 | 137.85 | False | None | None | False | None | False | 33359.7 | 0 | | 3932496 | 151927 | 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 machinery, 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 & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 5664.0 | 5664.0 | 4.95 | False | None | None | False | None | False | 28036.8 | 0 | | 3932497 | 151927 | None | code03 | 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) & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 8950.5 | 8950.5 | 20.95 | False | None | None | False | None | False | 187512.975 | 0 | | 3932498 | 151927 | None | code04 | 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 & lifts and as per direction of the Engineer in charge of work. | t | 86206.0 | 86206.0 | 1.05 | False | None | None | False | None | False | 90516.3 | 0 | | 3932499 | 151927 | None | code05 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,
backfilling, concrete and masonry works in head walls and parapets Clause 1101.6., 1000 m dia & with all lead & lifts and as per direction of the Engineer in charge of work. | Mtr | 7958.0 | 7958.0 | 15.0 | False | None | None | False | None | False | 119370.0 | 0 | | 3932500 | 151927 | None | code06 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,
backfilling, concrete and masonry works in head walls and parapets 750 m dia & with all lead & lifts and as per direction of the Engineer in charge of work. | Mtr | 3335.0 | 3335.0 | 5.0 | False | None | None | False | None | False | 16675.0 | 0 | | 3932501 | 151927 | None | code07 | 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 other appurtenaces required to complete the work. & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 474.0 | 474.0 | 171.83 | False | None | None | False | None | False | 81447.42 | 0 | | 3932502 | 151927 | None | code08 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2559.0 | 2559.0 | 18.34 | False | None | None | False | None | False | 46932.06 | 0 | | 3932503 | 151927 | None | code09 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate & with all lead & lifts and as per direction of the Engineer in charge of work. | Cum | 6374.0 | 6374.0 | 36.68 | False | None | None | False | None | False | 233798.32 | 0 |
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