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| 1 | Excavation in foundation in ordinary soil including all lead and lift and including filling watering and ramming of excavated earth into the trenches and also using this excavated earth in guide bund etc. as per direction of Engineer in charge including cost of all material, labour, labour cess, royalty, T&P, all taxes etc.(As per SI No 251a) |
| 2 | Construction of Embankment /Patri with approved material obtained from borrow pits with all lifts (Distance 5 km) and all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Ref. to Mort&H Specification No.305) including cost of earth etc. |
| 3 | Earthworkin embankment in ordinary soil in pattries excavation to be in theform of regularpits notexceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including ramming anddressing the surfaceto required levelsand slops and also including 1.50 M lift and 30 M lead. Complete (Rates are excluding GST) |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method withat OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 5 | 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 6 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\" |
| 7 | Providing laying soreading 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 in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. with bitumen emulsion ss 3.5% and cement 1%by wt.of mix.( Rates are excluding GST) |
| 8 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects |
| 9 | Cement concretewith 2cm guage approved stone grit, coarse sand & cement in proportion of 3:1.5:1 in pavement 10cm /as per design thick for C.C road With 43 grade cement andcoarse & fine aggrigate confirming to IS standrad mixed in concrete mixture /Plant of not less then 0.2 cum capicity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steelplates including levellingthe form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound(where as specified) and water finishing to lines & grade including supply of all material, labour , tools & plants etc. requriedfor proper complition of work and also incuding complete shifting of material & concrete etc.As per SI No New Item 9 (Excluding Cost of GST and labour Cess) |
| 10 | Cement concrete with 4cm. Gauge approved stone grit,coarse sand and cement in 8:4:1 proportion all same as S.O.R item 281 |
| 11 | R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:2;4 in all same as per S.O.R no.283 |
| 12 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. workall same as per S.O.R no.504(a) |
