PROVN OF INTERLOCKING TILE ROAD IN CSD DEPOT COMPLEX AREA UNDER ZONE-II AT JAIPUR

M&L for scarifying or picking gravelled, macadam or bituminous macadam surface in area exc 400 sqm & depth exc 50 mm but n exc 100mm complete all as specified and directed.

M&L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm thickness, 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 at OMC in mechanical paver (pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base / base course, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN 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 complete all as specified.

M&L sand filling under floors or in foundations including watering, spreading and levelling in layers of 25 mm thick complete all as specified and as directed.

M & L rubber moulded machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 100mm thickness, M-50 Grade, with grey cement and pigment, laid in required colour & pattern, laid over 25mm thick sand cushion layer complete all as specified and as directed. Note : Sand cushion shall be measured and paid seperately

M&L pre-cast cement concrete 1:2:4, type B1 (using 20mm graded stone aggregate) block masonry with solid blocks, exc 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed.

M&L preparation of new concrete/ brick/stone surfaces of kerb stone of any description over 10cm width or girth not otherwise described and applying two coat of synthetic enamel paint over a coat of primer complete all as specified and as directed.

Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc or for shafts, wells n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in Soft/loose soil complete all as specified and directed.

Removing excavated material to a distance exc 250 m but n exc 500m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed.

M&L PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facing dressed stone work and precast concrete articles complete all as specified and directed.