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| 1 | Clearing snow (without frost) from roads manually / Mechanically |
| 2 | Snow depth upto 150mm |
| 3 | Snow depth over 150mm but upto 250mm |
| 4 | Snow depth over 250 mm but upto 350mm |
| 5 | Snow depth over 350 mm but upto 450mm |
| 6 | Snow depth over 450 mm but upto 550 mm |
| 7 | Snow depth over 550 mm but upto 650 mm |
| 8 | Snow depth over 650 mm but upto 750 mm |
| 9 | Snow depth over 750 mm but upto 850 mm |
| 10 | Snow depth over 850 mm but upto 950 mm |
| 11 | Snow depth over 950 mm but upto 1050 mm |
| 12 | Snow depth over 1050 mm but upto 1150 mm |
| 13 | Snow depth over 1150 mm but upto 1250 mm |
| 14 | Galla Cutting in Compressed Snow |
| 15 | 1200mm deep and 4m wide |
| 16 | Slip Clearance |
| 17 | Slip clearance in ordinary soil incl. safe disposal with all leads and lifts etc. complete job. including Safe disposal as per the directions of the Engineer in-charge at site without Damaging the Public/Pvt. Property. |
| 18 | Slip clearance in soils mixed with moorum kankar/shingle/Boulders incl. safe disposal with all leads and lifts complete job as per the directions of the Engineer in-charge at site without Damaging the Public/Pvt. Property. |
| 19 | Slip clearance in soils mixed with decomposed soils, by blasting or any other means incl. safe disposal with all leads and lifts complete job as per the directions of the Engineer in-charge at site without Damaging the Public/Pvt. Property. |
| 20 | Slip clearance in meduim/ hard rock by blasting incl. safe disposal with all leads and lifts complete job as per the directions of the Engineer in-charge at site without Damaging the Public/Pvt. Property. |
| 21 | Excavation for structuresEarthwork in excavation for structures as per drawing and technical specifications clauses 305.1 including setting out, construction of shorting and bracing removal of stumps and other deleterious material and disposal upto and lead of 50m, dressing of slides and bottom and backfilling in trenches with excavated suitable material upto 3m depth including dewatering if required hard soil 70% soft rock 20% hard rock 10% |
| 22 | Providing andlaying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints weighing not less than 25 Kg each as per drawings & Technical specification Clause 1301 including all leads, lifts, carriages, handling, re-handlingand including cost of wire crates complete |
| 23 | Polygonal/Random Rubble Masonry laiddry un coursed brought to course in sub structure including cost of bond/through stones, also including all leads, lifts, carriages,of materials by MT handling and re-handling complete. |
| 24 | Providing and laying reinforced cementconcrete NP3 pipes1000 mm dia for culverts on concrete bedding in single row includingfixing collar with cementmotar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all leads, lifts, carriages, handling, re-handling complete. |
| 25 | Providing and laying reinforced cementconcrete NP3 pipes600 mm dia for culverts on concrete bedding in single row includingfixing collar with cementmotar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all leads, lifts, carriages, handling, re-handling complete. |
| 26 | Providing and laying of RBM filling incl. Cost of consolidation and all leads,lifts and carriages complete. |
| 27 | Filling available excavated earth (exculding rock) intrnches, plinth sides of foundation etc in layer not exceding 20 cm in depth consilidating each deposited layer ramming and watering, lead upto 50 m and lift upto 1.50 m |
| 28 | Back filling behind abutment , using boulder in wing wall and return wall as per drawings and technical specification clause 1204.3.8 also including all leads, lifts, carriages, handling and re-handling complete |
