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| 1 | Item Description/ Heading |
| 2 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres.Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. |
| 3 | Embankment Construction with Material Obtained from Borrow PitsConstruction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacting to meetrequirement of table 300-1, 300-2 and as per relevent clauses of section-300. |
| 4 | Granular sub base as per table -400-1Construction of granular sub base by providing close graded material, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A Plant mix method i)for grading - II Material. |
| 5 | Granular sub base as per table -400-1Construction of granular sub base by providing close graded material, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieved the desired density, complete as per clause 401A Plant mixed methodiii)for grading III material. |
| 6 | Wet Mix MacadamProviding, 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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. |
| 7 | Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.@ 0.40 kg per sqm (Non-bituminous surfaces) granular base not primed. |
| 8 | Dense Graded Bituminous MacadamProviding and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminousbinder @ 4.0 to 4.5% by weight of total mix of 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 clause 505 of specification complete in all respects.a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor.(ii) for GradingII(19 mm nominal size) |
| 9 | Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications@ 0.25 kg per sqm (normal bituminous surfaces) |
| 10 | Bituminous ConcreteProviding and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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 clause 507 of specification. a) Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control.for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30) |
| 11 | Total impact of GST for the purpose of CTC |
