WIDENING OF ROAD FROM HEADQUATER ARMOURED BRIGADE COMPLEX TO KULWANT SINGH ENCLAVE MECH CHOWK MAIN ROAD AT PATIALA UNDER GE (N) PATIALA

Dismantling interlocking paver /tiles any size and description including sand cusioning and removing the debris out of MD land complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete un-reinforced in ground floors and pavings n.exc 15cm thickness including removing the debris out of MD land complete all as specified and as directed by Engineer-in-charge.

Material and labour for surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-charge.

Material and labour for spreading, levelling excavated soil in layers n exc. 25 cm thick, well ramming including watering as required complete all as specified and as directed by Engineer-in-charge. Note : Excavated soill will be used for filling side of roads as direcred by Engineer-in-charge

Material and labour for removing surplus excavated soil not exceeding 50 m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified and as directed by Engineer-in-charge.

Material and labour for rolling and consolidation formation (cutting or filling) of road and berms to required gradient and camber using 8 to 12 tonne power roller including filling in depression which occur during rolling complete all as specified and as directed by Engineer-in-charge.

Material and labour for providing,laying and compacting 150 mm thick (compacted thickness) 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 manually, and rolling with vibratory roller of capacity 80-100 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 by Engineer-in-charge .Note:- In case of width of road widening is lesser, contractor has to arrange roller of lesser width for compaction.

Material and labour for providing, laying and compacting 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH 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 manually and rolling with vibratory roller of capacity 80-1OOKN static weight and consolidating to required gradient and camber complete all as specified and as directed by Engineer-in-charge.Notes:-(i) The finished surface tolerances shall be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013. (II) In case of width of road widening is lesser, contractor has to arrange roller of lesser width for compaction.

Material and labour for applying evenly a premix /tack coat with bituminous primer using paving bitumen VG-10 @10.00 Kg per ten Sqm with machanical spray complete all as specified and as directed by Engineer-in-charge.