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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Clearing snow (with frost) from roads by mechanical means / manual means using picks and shovels, snow depth up to 150mm |
| 3 | Clearing snow (without frost) from Roads by mechanical Means /Manually |
| 4 | Snow depth up to 150 mm |
| 5 | Snow depth over 150 mm but up to 250 mm |
| 6 | Snow depth over 250 mm but up to 350 mm |
| 7 | Snow depth over 350 mm but up to 450 mm |
| 8 | Snow depth over 450 mm but up to 550 mm |
| 9 | Snow depth over 550 mm but up to 650 mm |
| 10 | Snow depth over 650 mm but up to 750 mm |
| 11 | Snow depth over 750 mm but up to 850 mm |
| 12 | Snow depth over 850 mm but up to 950 mm |
| 13 | Snow depth over 950 mm but up to 1050 mm |
| 14 | Snow depth over 1050 mm but up to 1150 mm |
| 15 | Snow depth over 1150 mm but up to 1250 mm |
| 16 | Galla cutting in compressed snow |
| 17 | 1200 mm deep and 4mtr wide |
| 18 | Slip Clearance |
| 19 | Slip Clearance in ordinary soil with all leads and lifts etc complete job including safe disposal as per the directions of Engineer-in -Charge at site without damaging the Public/Private property. |
| 20 | Slip clearance in Soils mixed with moorum /Kankar/Shingle/ boulders including safe disposal lead up to 50m and lift upto 1.5m with all leads and lifts complete job as per the directions of Engineer-in -Charge at site without damaging the Public/Private property. |
| 21 | Slip clearance in Soils mixed with decomposed rocks by blasting or any other means with all leads and lifts etc complete job including safe disposal as per the directions of Engineer-in -Charge at site without damaging the Public/Private property. |
| 22 | Slip clearance in medium/hard rocks by blasting with all leads and lifts etc complete job including safe disposal as per the directions of Engineer-in -Charge at site without damaging the Public/Private property. |
| 23 | Excavation for structures. Earthwork 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 50 m, dressing of slides and bottom and back filling in trenches with excavated suitable material upto 3 m depth including dewatering if required, hard soil 70%, soft rock 20% hard rock 10% |
| 24 | Providing and laying 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 100 mm 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 of material re-handling and including cost of wire crates complete. |
| 25 | Polygonal/Random Rubble Masonary laid dry un-coursed brought to course in substructure including cost of bond/through stones, also including all leads, lifts, carriages of materials by MT handling and re-handling complete |
| 26 | Providing and laying of RBM filling including cost of consolidation and all leads, lifts and carriages complete |
| 27 | Backfilling 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 of materials handling and re-handling complete |
| 28 | Disposal of material by engaging Tractor/Trolly incl. alll leads and lifts etc. complete job including safe disposal as per the direction of Engineer-In-Carge at site without damaging the public/private property. Please Enable Macros to View BoQ information |
