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| 1 | Dismantling Brickwork or stone work in lime and cement mortar and including stacking of material as directed by E/I with in a distance of 60 mtr (200feet) As per sor Item no 692 0f Chap-17 |
| 2 | Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering 1:3:6 graded stone 40 mm nomoinal size |
| 4 | Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 5 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 |
| 6 | Providing weep holes in brick masonry/Plain/Reinfored concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV 20H Towards drawing foce, complete as per drawing and techincal specification. |
| 7 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification |
| 8 | Drainage spouts complete as per drawing and technicla specification |
| 9 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 10 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits(carted earth) with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2. |
| 11 | Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets |
| 12 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 13 | Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9sqm. Supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly designed foundation with M15grade cement concrete 45cm x 45cm x 60cm below ground level as per approved drawing complete. SOR Sr no 19A-place Identification Please Enable Macros to View BoQ information |
