| 1 | 1 | Scarifying metalled (water bound) road surface including disposal or rubbing lead upto 50 Mtrs and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | | 7500 | Sqm |
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| 2 | 2 | Earthwork in all kinds of soil excavation by manual means in trenches for foundations, drains, pipes, cable etc. (not exceeding 1.5 in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5 Mtr including disposal of excavated earth upto 1 Mtr from cutting edge, disposed earth is to be levelled and neatly dressed. \n | | 750 | Cum |
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| 3 | 3 | Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 63mm – 45mm size including screening 13.20mm size. | | 375 | Cum |
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| 4 | 4 | Providing, laying, spreading and compacting crushed graded aggregates and Granular material, premixed with water in mechanical wet mix plant of 75 Ton capacity, carriage of mix material to site by tipper, laying in uniform layer having compacted avg. thickness of 100mm with motor grader of adequate capacity, its blade having hydraulic control suitable for adjustment or with paver finisher in sub base / base course on well prepared sub grade and compacting with vibratory roller (80-100 KN) to achieve the desired density and laid to lines, grades and cross sections as approved by Engineer-in-charges, as per MORT&H specifications complete including filling of ruts / dips in the sub grade with the same material and all sort of taxes including all leads, lifts carriage complete (quantity for filling of ruts and dips will not be measured and paid for separately) including profile correction and filling of pot holes. \n \n | | 375 | Cum |
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| 5 | 5 | Providing and laying 50mm thick (Compacted) avg. premix bituminous macadam base course with stone aggregate of quality, size and grading as specified in latest MORT&H specifications and straight run bitumen of VG-30 @ 4% by weight of total mix including Hot mixing of stone aggregates and bitumen in Hot Mix Plant, Transporting mixed material to the site & laying with paver finisher as per required profile, including cost of priming coat / tack coat and Bituminous Macadam in required level and grade, rolling with roller 8 to 10 tonne capacity to achieve the required compaction and density all complete including cost of bitumen and all sort of taxes including all leads, lifts, carriage complete. \n \n | | 937 | Cum |
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| 6 | 6 | Providing and laying of 25mm thick Semi Dense Bituminous Concrete with specified graded stone aggregates for wearing coat including loading of aggregates with FE loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant, transporting the mixed material by tippers to pavers at site of work and laying the mixed material with mechanical pavers finisher to the required level and grade, rolling with power road roller to achieve the desired density and compaction including cost of priming coat / tack coat (bitumen used shall be VG-30 and grading of mix shall be as per the relevant clause of MORT&H) density, and all complete including cost of bitumen and all sorts of taxes, all leads, lifts, carriage complete. \n\n | | 18750 | Sqm |
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| 7 | 7 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. | | | |
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| 8 | 7.1 | Stone agg. above 40mm size for an avg. lead of 10 Kms. | | 375 | Cum |
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| 9 | 7.2 | Screening for an avg. lead of 5 Kms. | | 56 | Cum |
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| 10 | 7.3 | Disposal of excavated earth for an avg. lead of 10 Kms. | | 600 | Cum |
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