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| 1 | Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth up to a lead of 20 mtrs. and liftv up to 1.50mtrs. disposed earth to be levelled and neatly dressed. |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.(Item Code HPSR 2020 - Chapter 2.9)Ordinary Rock : (Item Code HPSR 2020 - Chapter 2.9.1) |
| 3 | Centering and shuttering including strutting ,proposing etc. and removal of form work for foundation ,footings,bases of coloumns etc |
| 4 | Construction of hill side in accordance with the requirement of specification true to line grade (Providing and laying concrete for plain/ reinforced concrete is open foundation complete PCC grade M10 (Nominal Mix 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 6 | WBM Grading 3 Providing laying spreading and compacting stone aggregate specific sizes to water bound macadum specifications including spreading in uniform thickness and packing rolling with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming spreading stone, screening/binding material to fill up intersects of coarse aggregate watering and compacting to required density grading-II as per technical specification clause 405 by mannual means. |
| 7 | WBM G-II 63 to 45mm size (soling )(Item Code HPPWDSR 2020 - Chapter 5.9.2) |
| 8 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction,of approved size,design and shape,laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand,filling the joints with line sand etc. complete as per the direction of Engineer-in-charge. |
| 9 | Providing and laying cement concrete in curves steps and the like at or near ground level excluding the cost of centering shutteing and finishing 1:1.5:3 (1 cement:1.5 sand:3 aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 10 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS:16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.(Item Code HPPWDSR 2020-Chapter 16.94) Please Enable Macros to View BoQ information |
