Construction of Matalag to Fald road

Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas exceeding 30 cm (thirty centimetre) in depth, 1.5m (one point five metre) in width as well as 10 sqm on plan (ten square metre) including getting out and disposal of excavated earth lead upto 50m (fifty metre) and lift upto 1.5m, (one point five metre) as directed by Engineer-in-Charge all kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 Coarse Sand): 6 Graded Stone aggreagate 20mm nominal size including all leads and lifts and as per the direction of Engineer-in-Charge.

Providing and erecting a "W" metal beam crash barrier comprising of 3mm (three millimetre) thich corrugated sheet metal beam rail, 70cm (seventy centimetre) above road/ground level, fixed on ISMC series channer, vertical post of 150x75x5mm (one hundred fifty into seventy five into five millimetre) spaced 2.00 mtr. (two point zero metre) centre to centre, 1.80 mtr. (one point eight zero metre) high, 1.10 mtr. (one point one zero metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channer section 150x75x5mm (one hundred fifty into seventy five into five millimetre), 330mm (three hundred thirty millimetre) long complete as per clause 810 of MORT&Hspecifications including entire carriage of materials within all leads and lifts and satisfaction of Engineer-in-Charge.