1722826830000 | 0 | None | None | Other Works | Construction of Asphalt road from NH-7 road to Ramaiah Layout in Ward no.1 and Providing and Fixing of Covering Slab to Existing Drain from Gooli Suresh house to Boti Nagaraj house in Ward no.20 Attibele TMC limit. | 1491423.85 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3688383 | 135391 | None | DMA01 | Clearing and Grubbing Road Land : Clearing and grubbing road land by Mechanical Means using Dozer in area of light jungle including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | Sqm | 11.56 | 11.56 | 325.0 | False | None | None | False | None | False | 3757.0 | 0 | 3688384 | 135391 | None | DMA02 | Earth work in surface excavation in all kinds of soils upto 300 mm depth 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 | 48.75 | False | None | None | False | None | False | 4770.1875 | 0 | 3688385 | 135391 | None | DMA03 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. | Sqm | 6.18 | 6.18 | 325.0 | False | None | None | False | None | False | 2008.5 | 0 | 3688386 | 135391 | None | DMA04 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. | Cum | 87.55 | 87.55 | 48.75 | False | None | None | False | None | False | 4268.0625 | 0 | 3688387 | 135391 | None | DMA05 | Compacting original ground supporting embankment : 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 | 108.15 | 108.15 | 48.75 | False | None | None | False | None | False | 5272.3125 | 0 | 3688388 | 135391 | None | DMA06 | Construction of Subgrade and Earthen Shoulders : 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 | 48.75 | False | None | None | False | None | False | 24754.7625 | 0 | 3688389 | 135391 | None | DMA07 | Granular Sub-Base : Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -VI Material | Cum | 2608.99 | 2608.99 | 48.75 | False | None | None | False | None | False | 127188.2625 | 0 | 3688390 | 135391 | None | DMA08 | Wet Mix Macadam (Plant Mix Method) : 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 | 48.75 | False | None | None | False | None | False | 128493.7875 | 0 | 3688391 | 135391 | None | DMA09 | Prime Coat over WMM/WBM : 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 | 325.0 | False | None | None | False | None | False | 13724.75 | 0 | 3688392 | 135391 | None | DMA10 | Tack coat on Bituminous surface : Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.36 | 12.36 | 325.0 | False | None | None | False | None | False | 4017.0 | 0 | 3688393 | 135391 | None | DMA11 | Bituminous Macadam Grading - II for traffic Less than 250 MSA : Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type 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 | 7967.05 | 7967.05 | 48.75 | False | None | None | False | None | False | 388393.6875 | 0 | 3688394 | 135391 | None | DMA12 | Semi Dense Bituminous Concrete : 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 | 48.75 | False | None | None | False | None | False | 509757.3 | 0 | 3688395 | 135391 | None | DMA13 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work : Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control. Over 10 cm in width. | Sqm | 209.09 | 209.09 | 325.0 | False | None | None | False | None | False | 67954.25 | 0 | 3688396 | 135391 | None | DMA14 | Display Board : Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 | Each | 9270.0 | 9270.0 | 1.0 | False | None | None | False | None | False | 9270.0 | 0 | 3688397 | 135391 | None | DMA15 | Pre-Cast Cover Slab : Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 1156.69 | 1156.69 | 171.0 | False | None | None | False | None | False | 197793.99 | 0 |
|