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| 1 | 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. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 3 | 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. 2.9.1 Ordinary rock, complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 4 | Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification (Plain Cement Concrete M10 Grade) 1:3:6 including formwork complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 7 | Providing and Laying cement concrete 1:4:8 and curing complete including the cost of formwork for plain/reinforced concrete in retaining walls, breast walls, as per drawing and HP.PWD technical specifications.(Item Code Sr. 60 PMGSY 2021 - 11.15 800 & 1200) complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 8 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 9 | Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (Item Code Sr. 68 PMGSY 2021 - 12.13MORD Specification 600) complete in all respect and to the entire satisfaction of the Engineer-in-Charge. 125 mm. Please Enable Macros to View BoQ information |
