| 1 | 1 | Landslide Clearance | | | |
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| 2 | 2 | Landslide clearnace in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the Valley side) | | 66331.8 | cum |
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| 3 | 3 | Subsidence Area at Km 9.800 | | | |
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| 4 | 4 | Excavation in soil in hilly areas by mechanical means including cutting and trimming of sides and disposing of excavated earth with all lift and lead upto 1000 metres | | 6234 | Cum |
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| 5 | 5 | Construction of unline drain | | 200 | m |
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| 6 | 6 | Construction of granular sub-base by providing close graded materials, mixing materials 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\nfor grading-I Materials | | 108 | Cum |
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| 7 | 7 | Providing , laying , spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniforma thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density\nby manual means \nGr II metal | | 56.25 | Cum |
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| 8 | 8 | Providing , laying , spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniforma thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density\nby manual means \nGr III metal | | 112.5 | cum |
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| 9 | 9 | Construction of subgrade and Earthern shoulders(constrcution of Subgrade and Earthern shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted | | 810 | cum |
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| 10 | 10 | Subsidence Area at Km 48.500 | | | |
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| 11 | 11 | Construction of granular sub-base by providing close graded materials, mixing materials 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\nfor grading-I Materials | | 119.34 | Cum |
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| 12 | 12 | Providing , laying , spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniforma thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density\nby manual means \nGr II metal (75mm Thick 1 layer) | | 62.16 | cum |
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| 13 | 13 | Providing , laying , spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniforma thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density\nby manual means \nGr III metal (2 layer of 75 mm Thick each) | | 124.31 | Cum |
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| 14 | 14 | Construction of subgrade and Earthern shoulders(constrcution of Subgrade and Earthern shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted | | 895 | Cum |
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