1708335136000 | 0 | None | None | Water /sewage treatment tanks | Construction of inline treatment in Budihal village in Raibag taluka (liquid waste management). | 547031.54 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2693911 | 84775 | None | code01 | 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 outlet 1 outlet 2 | Cum | 240.45 | 240.45 | 193.79 | False | None | None | False | None | False | 46596.8055 | 0 | 2693912 | 84775 | None | code02 | 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.outlet 1 outlet 2 | Cum | 422.1 | 422.1 | 39.15 | False | None | None | False | None | False | 16525.215 | 0 | 2693913 | 84775 | None | code03 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A-Stone Boulder bottom | Cum | 1716.75 | 1716.75 | 18.72 | False | None | None | False | None | False | 32137.56 | 0 | 2693914 | 84775 | None | code04 | 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 Stone Aggregate (Single size) : 20 mm nominal size Material Requirement : Cement= 320 kgs ( 6.40 bags): Metal: 0.85 m3 : Sand= 0.43 m3 sidewall, outlet 1,outlet 2,for buffle walls deduction for pipe opening | Cum | 6542.55 | 6542.55 | 38.46 | False | None | None | False | None | False | 251626.473 | 0 | 2693915 | 84775 | None | code05 | Percentage on finished rate of concrete per m3, As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below(Foundation, Sub structure) | Cum | 6542.55 | 6542.55 | 1.92 | False | None | None | False | None | False | 12561.696 | 0 | 2693916 | 84775 | None | code06 | 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 appurtenancesrequired 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 coping | Cum | 6039.6 | 6039.6 | 4.68 | False | None | None | False | None | False | 28265.328 | 0 | 2693917 | 84775 | None | code07 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) for buffle wall | Kg | 92.4 | 92.4 | 1538.27 | False | None | None | False | None | False | 142136.148 | 0 | 2693918 | 84775 | None | code08 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including primingcoat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc | Kg | 150.15 | 150.15 | 73.5 | False | None | None | False | None | False | 11036.025 | 0 | 2693919 | 84775 | None | code09 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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. for: Pipes of SN4, 110mm dia. 110mm 3nos for each baffle wall | MT | 284.55 | 284.55 | 21.6 | False | None | None | False | None | False | 6146.28 | 0 |
|