1721302428000 | 1 | None | None | Roads | Construction of Road and Retaining wall at ward no 20 aanethota under TCC limits. | 252024.25 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3543864 | 127970 | None | DMA01 | 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 upto 1.5 m | Cum | 254.1 | 254.1 | 1.44 | False | None | None | False | None | False | 365.904 | 0 | 3543865 | 127970 | None | DMA02 | 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 | 5947.2 | 5947.2 | 4.16 | False | None | None | False | None | False | 24740.352 | 0 | 3543866 | 127970 | None | DMA03 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 110.25 | 110.25 | 3.2 | False | None | None | False | None | False | 352.8 | 0 | 3543867 | 127970 | None | DMA04 | 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 compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 57.6 | False | None | None | False | None | False | 29816.64 | 0 | 3543868 | 127970 | None | DMA05 | M30-Pavement: 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 | 8230.95 | 8230.95 | 3.2 | False | None | None | False | None | False | 26339.04 | 0 | 3543869 | 127970 | None | DMA06 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservicable material with all lifts and lead by mechanical means (prestressed / RCC grade M20 & above) | Cum | 1163.4 | 1163.4 | 9.6 | False | None | None | False | None | False | 11168.64 | 0 | 3543870 | 127970 | None | DMA07 | 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 otherappurtenances 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 | Cum | 6639.15 | 6639.15 | 1.44 | False | None | None | False | None | False | 9560.376 | 0 | 3543871 | 127970 | None | DMA08 | 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 otherappurtenances 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 | Cum | 8852.2 | 8852.2 | 7.2 | False | None | None | False | None | False | 63735.84 | 0 | 3543872 | 127970 | None | DMA09 | Supplying, Fitting and Placing Thermo-Mechanically Treated bars of grade Fe-500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications | Tonne | 90754.65 | 90754.65 | 0.947 | False | None | None | False | None | False | 85944.65355 | 0 |
|