Protecting The Left Bank Of Kariangode River On U/S Of Erinhikkil Bridge From Rs Nos. 26/3 To 25/10 In Cheruvathur Grama Panchayath Of Hosdurg Taluk Protecting The Left Bank Of Kariangode River On U/S Of Erinhikkil Bridge From Rs Nos. 26/3 To 25/10 In Che
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Project Description
Protecting The Left Bank Of Kariangode River On U/S Of Erinhikkil Bridge From Rs Nos. 26/3 To 25/10 In Cheruvathur Grama Panchayath Of Hosdurg Taluk Protecting The Left Bank Of Kariangode River On U/S Of Erinhikkil Bridge From Rs Nos. 26/3 To 25/10 In Cheruvathur Grama Panchayath Of Hosdurg Taluk
BOQ
| Sl. No. | Item Description |
| 1 | Specifications |
| 2 | 60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. |
| 3 | od9712/2016_2017 : Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.(Observed data 60.34.9) |
| 4 | od9713/2016_2017 : Conveyance of departmental granite stones 20 to 40 dm3 in size from stack at site and dumping in position to lines and levels to from the core of thesea wall as per approved design including all leads and lifts, etc. complete as per the directions of the departmental Officers at site.(observed data 60.45) |
| 5 | 60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling courseusing departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site |
| 6 | 60.7.1 : DRYRUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 7 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 8 | 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | 60.2.1 : EARTH WORK FILLING- Supplying contractors own earth includingcost of conveyance androyalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
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