tender for borda bus stand to borda nodi badh - construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 for rural roads of mord. (mode of measurement: pre works and post works) [pg-239,item-3.11] construction of sub base using local materials:-construction of sub base using local materials, spreading in uniform layers with motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per clause 401 of specifications for road & bridge works of mort&h (5th revision).(i) for construction of sub base by compacting 1st class brick aggregates (40 mm down), and sand (in proportion of 1 60:40) (pg-247,item-4.09] construction of panel concrete pavement 100 mm thick with m-30 grade concrete. (ii) with rmc[wbsrdaj providing and erecting direction and place identification retro-reflectorised sign as per irc:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 * 75 * 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 * 45 * 60cm 60 cm below ground level as per approved drawing and clause 801 of specifications for road & bridge works of mort&h (5th revision). [rate analysis] submission of colour photograph (3 different stages) and cube testing report of m-30 grade concrete