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| 1 | Site clearance n. exc. 15 cm deep in soft/loose soil including clearing shrubs, vegetation, grass, bush, weed and cutting trees and saplings not exceeding 30 cm in girth, uprooting trees, stacking of serviceable materials and disposal of unserviceable material to a distance not exceeding 50m and clearing the site complete all as specified and as directed. |
| 2 | Excavation over areas in any kind of soil by mechanical means (Hydraulic excavator) exceeding 30cm and not exceeding 1.5m in depth, 1.5 m in width as well as 10 sqm on plan, including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed. |
| 3 | Rolling and consolidating formation surfaces in cutting including watering and consolidating to a required level using power roller exceeding 8 tonne and not.exc. 12 tonne complete all as specified. |
| 4 | Material and labour for moorum/ Red Bajri spread, rolled and consolidated to gradient and camber required complete all as specified and as directed. |
| 5 | Material and labour for Laying and compacting 200 mm thick (compacted thickness) in two layers 100mm each, Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and as directed. |
| 6 | Material and labour for Laying and compacting 225 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications laid in three layers of each 75mm thick for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed. |
| 7 | Providing and Laying Dry lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cemen content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electron ic sensor paver including spreading and compacting usign high amplitude tamping bars o paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 complete all as specified and as directed. |
| 8 | Material and labour for 100 mm thick sand cushion with clean natural sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed complete all as specified and as directed.Note : No additionaI amount to be paid for overlap. |
| 9 | Material and labour for factory made rubber moulded precast concrete coloured interlocking paver block with glazed finish, any shape and size confirming to IS 15658-2006 of 100mm thickness, M-50 Grade with using grey cement and pigment as in pavings/foot path etc., complete all as specified and as directed. |
| 10 | Removing excavated material to a distance exc 50 m but n.exc 250m and depositing where directed at a level n.exc 1.5m above the starting point in soils complete all as specified and as directed. |
| 11 | Material and labour for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed. Please Enable Macros to View BoQ information |
