| 1724931670000 | 0 | None | None | Other Works | Construction of Drainage and road from Nirmala Vacant site to Bhagyamma Vacant site (Ashwathamma house to Harsha bar) at Varadanahalli Layout in Bashettihalli TP Limit | 1974512.21 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3880324 | 148991 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth 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 of machinery & other appurtenances required to complete the work. | Cum | 97.85 | 97.85 | 105.3 | False | None | None | False | None | False | 10303.605 | 0 | | 3880325 | 148991 | None | code02 | 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 | 2635.77 | 2635.77 | 105.3 | False | None | None | False | None | False | 277546.581 | 0 | | 3880326 | 148991 | None | code03 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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 vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 6956.62 | 6956.62 | 87.75 | False | None | None | False | None | False | 610443.405 | 0 | | 3880327 | 148991 | None | code04 | 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 . | Cum | 249.26 | 249.26 | 201.9 | False | None | None | False | None | False | 50325.594 | 0 | | 3880328 | 148991 | None | code05 | 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 40 mm nominal size graded crushed coarse aggregates. | Cum | 6168.67 | 6168.67 | 32.34 | False | None | None | False | None | False | 199494.7878 | 0 | | 3880329 | 148991 | None | code06 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 8742.07 | 8742.07 | 52.4 | False | None | None | False | None | False | 458084.468 | 0 | | 3880330 | 148991 | None | code07 | Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7831.3 | 7831.3 | 1.85 | False | None | None | False | None | False | 14487.905 | 0 | | 3880331 | 148991 | None | code08 | Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9789.12 | 9789.12 | 1.02 | False | None | None | False | None | False | 9984.9024 | 0 | | 3880332 | 148991 | None | code09 | 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. | Tonne | 92140.71 | 92140.71 | 3.4 | False | None | None | False | None | False | 313278.414 | 0 | | 3880333 | 148991 | 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. | Cum | 273.98 | 273.98 | 16.9 | False | None | None | False | None | False | 4630.262 | 0 | | 3880334 | 148991 | None | code11 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.PVC pipes 63mm dia., 6 kg/sqcm & class 3 | Rmtr | 165.83 | 165.83 | 131.0 | False | None | None | False | None | False | 21723.73 | 0 | | 3880335 | 148991 | None | code12 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.63 mm dia PVC Tee | Each | 79.31 | 79.31 | 10.0 | False | None | None | False | None | False | 793.1 | 0 | | 3880336 | 148991 | None | code13 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.63 mm dia PVC Elbows | Each | 104.03 | 104.03 | 10.0 | False | None | None | False | None | False | 1040.3 | 0 | | 3880337 | 148991 | None | code14 | Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.63 mm dia PVC couplers. | Each | 44.29 | 44.29 | 22.0 | False | None | None | False | None | False | 974.38 | 0 | | 3880338 | 148991 | None | code15 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.63 mm dia PVC SERVICE SADDLES | Each | 140.08 | 140.08 | 10.0 | False | None | None | False | None | False | 1400.8 | 0 |
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