Csind - Protecting The Eroded Bank Of Ashtamudi Kayal Near Kanjaaveli, Prakkulam In Thrikkaruva Panchayath In Kollam Assembly Constituency. Csind - Protecting The Eroded Bank Of Ashtamudi Kayal Near Kanjaaveli, Prakkulam In Thrikkaruva Panchayath In Kol
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Project Description
Csind - Protecting The Eroded Bank Of Ashtamudi Kayal Near Kanjaaveli, Prakkulam In Thrikkaruva Panchayath In Kollam Assembly Constituency. Csind - Protecting The Eroded Bank Of Ashtamudi Kayal Near Kanjaaveli, Prakkulam In Thrikkaruva Panchayath In Kollam Assembly Constituency.
BOQ
| Sl. No. | Item Description |
| 1 | Detailed Estimate |
| 2 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | od47981/2020_2021/IA : Demolishing Latteraite stone masonry manually/mechanical means and disposal unserviceable material with in 50 metreslead as per the direction in Engneering -in-charge. |
| 4 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 5 | 60.7.6 : Supplyingand stacking granite stone 20 to 45 dm3 for dumping works-Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. |
| 6 | 60.7.7 : Conveyance and dumping of departmental granite stones-Conveyance of departmentalgranite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design includingall leads and lifts etc. complete as per the direction of the departmental officers at site. |
| 7 | 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. |
| 8 | 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 |
| 9 | 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) |
| 10 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
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