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| 1 | Earthwork excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) but n.exc 1.5m depth, including getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m complete all as specified and directed. |
| 2 | Earthwork excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) but n.exc 1.5m depth, including getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m complete all as specified and directed. (work in slushy area) |
| 3 | Excavating in trenches, n exc. 1.5m wide and n exc 1.5m in depth, for foundation, etc., or for shafts, wells, cesspits, manholes, pier holes, etc., n exc 10 sqm on plan and n exc. 1.5 m in depth and getting out in water or liquid mud soil complete all as specified. (work in slushy area)Note for 2 & 3 : The rate shall include the cost of dewatering, addl. supports / formwork required for stabilizing the surrounding soil due to sliding etc., if any. |
| 4 | Earthwork excavation in trenches n.exc. 1.5m wide and n.exc.1.5m deep and getting out in soft / loose soil complete all as specified and directed. |
| 5 | Removing excavated soil to a distance exc. 50m and n.exc. 250m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. |
| 6 | Removing excavated soil to a distance n.exc. 50m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. |
| 7 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil etc., complete including cutting of bushes etc., complete all as specified and directed. |
| 8 | Removing excavated soil to a distance exc. 500m and n.exc. 1000m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. |
| 9 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 10 | Forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30cm thick watering, ramming / rolling and finishing to required size, shape, etc, n.exc 1.5m high from base complete all as specified and directed. (work in plain dry area).Note: Rolling the embankment shall be with each layer compactedby rolling with 08 to 10 tonnes power road roller and a sheep foot roller if required. Density to be achieved for each layer shall not be less than 95% ofthe density obtained in the laboratory by proctor method. |
| 11 | Forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30cm thick watering, ramming / rolling and finishing to required size, shape, etc, n.exc 1.5m high from base complete all as specified and directed. (work in slushy area).Note: Rolling the embankment shall be with each layer compactedby rolling with 08 to 10 tonnes power road roller and a sheep foot roller if required. Density to be achieved for each layer shall not be less than 95% ofthe density obtained in the laboratory by proctor method. |
| 12 | Rolling and consolidating formation surfaces in cutting including watering as necessary, filling in the depressions with approved earth which occur during the process, with 8 to 12 tonne power roller, consolidating to required gradient and camber complete all as specified and directed. |
| 13 | Supply and fix Non woven geotextiles of minimum 120 gm/sqm placed on back filling complete all as specified and directed. |
| 14 | Material and labour for sand filling for the road including spreading levelling & ramming in layers not exc 25mm thick complete all as specified and directed. |
| 15 | Supply and laying of Geo cells with nominal opening of 450 sqcm and perforations in the cell wall shall be between 11% to 16% and depth of the cell of minimum 100mm including suitable arrangments for anchoring the cells are to made complete all as specified and directed. |
| 16 | Material & Labour for Soling (or sub base) 200mm thick (spread thickness), in two layers of 100mm thickness each, with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed. |
| 17 | Material and labour for laying and compacting 150mm (compacted thickness) Wet Mix Macadam (WMM) laid in 2 layers of 75mm each grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with mechanical paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. Note:The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. |
| 18 | Material and labour for 100mm thick cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as Sub base complete all as specified and directed. Please Enable Macros to View BoQ information |
| 19 | Material and labour for 100mm thick cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as Sub base complete all as specified and directed. Please Enable Macros to View BoQ information |
