| 1724323103000 | 1 | None | None | Roads | Construction of Drain and Improvements of road from Filter bed circle to Kadumalleswara hill road continution work in Chintamani town | 2986891.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3836450 | 146328 | None | item01 | 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 | 216.0 | False | None | None | False | None | False | 53840.16 | 0 | | 3836451 | 146328 | None | item02 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)
pipes NP-3 Class conforming to IS:458-1988 with latest amentments
using ordinary portland cement, for sanitary works and conveying
to work site, rolling and lowering into trenches, laying true to line
and level including loading and unloading at both destinations and
jointing of pipes and specials, perfect linking of joints with jack to
correct position including cost of jointing materials, i.e, rubber rings
conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as
directed and giving necessary hydraulic test as per ISS to the required
pressure and commissioning etc. complete. (Contractor will make his
own arrangements for procuring water for testing). RCC NP3 Class pipe of 450mm dia | Mtr | 2423.59 | 2423.59 | 16.0 | False | None | None | False | None | False | 38777.44 | 0 | | 3836452 | 146328 | None | item03 | 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 | 23.4 | False | None | None | False | None | False | 144346.878 | 0 | | 3836453 | 146328 | None | item04 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6512.69 | 6512.69 | 62.65 | False | None | None | False | None | False | 408020.0285 | 0 | | 3836454 | 146328 | None | item05 | As per techenical group Percentage Additionalities for Formwork,
Centering & Scaffolding 35% Cement Concrete Drain Walls | Cum | 6512.69 | 6512.69 | 21.927 | False | None | None | False | None | False | 142803.75363 | 0 | | 3836455 | 146328 | None | item06 | 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 | 82400.0 | 82400.0 | 2.48 | False | None | None | False | None | False | 204352.0 | 0 | | 3836456 | 146328 | None | item07 | By Mechanical Means using Dozer a) In area of light jungle | Sqm | 404.79 | 404.79 | 3.13 | False | None | None | False | None | False | 1266.9927 | 0 | | 3836457 | 146328 | None | item08 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator | Sqm | 5.15 | 5.15 | 1237.5 | False | None | None | False | None | False | 6373.125 | 0 | | 3836458 | 146328 | None | item09 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (iii)For Grading -III Material | Cum | 2455.52 | 2455.52 | 123.75 | False | None | None | False | None | False | 303870.6 | 0 | | 3836459 | 146328 | None | item10 | 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 | 247.5 | False | None | None | False | None | False | 652353.075 | 0 | | 3836460 | 146328 | None | item11 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | Sqm | 42.23 | 42.23 | 1269.0 | False | None | None | False | None | False | 53589.87 | 0 | | 3836461 | 146328 | None | item12 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. | Sqm | 14.42 | 14.42 | 1269.0 | False | None | None | False | None | False | 18298.98 | 0 | | 3836462 | 146328 | None | item13 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7890.83 | 7890.83 | 63.45 | False | None | None | False | None | False | 500673.1635 | 0 | | 3836463 | 146328 | None | item14 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 10456.56 | 10456.56 | 31.725 | False | None | None | False | None | False | 331734.366 | 0 | | 3836464 | 146328 | None | item15 | 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 | 507.79 | 507.79 | 84.6 | False | None | None | False | None | False | 42959.034 | 0 | | 3836465 | 146328 | None | item16 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 545.9 | 545.9 | 153.2 | False | None | None | False | None | False | 83631.88 | 0 |
|