1709541834000 | 0 | None | None | Other Works | Construction of retaining wall to a bridge in Yellur SWM facility Connecting road | 318627.3 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2903434 | 95350 | None | code 1 | Earth work excavation by manual means for drai ns, canals, waste weir, draft, approach chan nels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, includi ng setting out, shoring, strutting, barricading, caut ion lights, removal of stumps and other delete rious 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 appurte naces required to complete the work. | Cum | 271.04 | 271.04 | 12.0 | False | None | None | False | None | False | 3252.48 | 0 | 2903435 | 95350 | None | code 2 | Providing and laying in position 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 necessary, 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 | Cum | 7531.1 | 7531.1 | 1.2 | False | None | None | False | None | False | 9037.32 | 0 | 2903436 | 95350 | None | code 3 | Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8196.25 | 8196.25 | 4.8 | False | None | None | False | None | False | 39342.0 | 0 | 2903437 | 95350 | None | code 4 | Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9196.99 | 9196.99 | 3.0 | False | None | None | False | None | False | 27590.97 | 0 | 2903438 | 95350 | None | code 5 | 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 for Buildings | Kg | 100191.84 | 100191.84 | 0.678 | False | None | None | False | None | False | 67930.06752 | 0 | 2903439 | 95350 | None | code 6 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, sprea ding, grading to required slope and compac ting to meet the requirement complete as per specificat ions, includingcost of labour, rollin g,water,all materials,usage& all other appurte naces requiredto complete the work. | Cum | 530.88 | 530.88 | 15.0 | False | None | None | False | None | False | 7963.2 | 0 | 2903440 | 95350 | None | code 7 | Providing and laying in position 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 necessary, 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 | Cum | 7172.48 | 7172.48 | 4.5 | False | None | None | False | None | False | 32276.16 | 0 | 2903441 | 95350 | None | code 8 | Providing and laying Pitching on slopes laid over preparedfilter media including boulder apron laid dry in front of toeof embankment complete as per drawing and Technical specifications.A) Stone/Boulder | Cum | 2141.44 | 2141.44 | 13.5 | False | None | None | False | None | False | 28909.44 | 0 | 2903442 | 95350 | None | code 9 | Dewatering the sewage / storm water by using reqired HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump. | Cum | 477.12 | 477.12 | 80.0 | False | None | None | False | None | False | 38169.6 | 0 | 2903443 | 95350 | None | code 10 | 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 draw ing 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 forreuse 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 | 106.4 | 106.4 | 3.8 | False | None | None | False | None | False | 404.32 | 0 | 2903444 | 95350 | None | code 11 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compac ted to meet requirement of table No. 300-2. | Cum | 552.16 | 552.16 | 2.5 | False | None | None | False | None | False | 1380.4 | 0 | 2903445 | 95350 | None | code 12 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradat ion after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined duri ng trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batch ing plant, transported to site, laid with a paver with electronic sensor, compacting with8-10 t vibratory roller, finishing and curing. | Cum | 5510.4 | 5510.4 | 3.7 | False | None | None | False | None | False | 20388.48 | 0 | 2903446 | 95350 | None | code 13 | 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:383:2016:, 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 fixe 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 | 7564.48 | 7564.48 | 5.55 | False | None | None | False | None | False | 41982.864 | 0 |
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