R R Damage to Chirgaon to Gushali Rohal Road km 0 0 to 16 00 Sh C O R Wall and B Wall in W C at RD 15 275 to 15 295 15 480 to 15 490 15 480 to 15 492 5 14 300 to 14 312 50 and wide road at RD 12 260 to 15 280 Under PDNA

Excavation in hilly area in all heights and depths in all kinds of soil by manual /mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiselling/wedging out of rock (where blasting is prohibited ) and other intermediate classification of soil setting out true to the required line, graded width cutting and trimming of side slopes and level as shown on the drawing and as directed by the Engineer-in-Charge at site according to the M.O.R.D Technical Specification Clause 300,1603.1,1603.2, sorting out useful material and stacking the same in all leads and lifts in acquired width of the road and transportation of useful material for filling in road way, camber ,embankments for grade improvements and disposal of all un-useful materials to required width of the road or on approved dumping sites, through all modes of transportation including head load or animals transport or mechanical means, along with its levelling fine dressing .and carriage of machineries, materials tools equipments and safety means and other incidentals necessary to complete the work by mechanical means and/or labour if required. All useful materials such as stone, shingles, aggregates, sand and slates shall be sorted out and stacked along road side which shall not be less than 1/3 (One third) for blasting work hard rock 1/6th (One sixth) blasting work soft rock 1/10th (one 10th) jumper work in all cases failing which recovery shall be effected on the prevailing market rates. Any loss to the public/private property during the course of execution shall be the absolute responsibility of the entire Contractor which shall have to be duly compensated by him in all cases as per direction of the Engineer-in-Charge including carriage of material within all leads and lifts. The rate including octroi, royalty, Malkana, toll tax sale tax or other taxes imposed by the Government.A recovery of useful stones 7.40 cum. metre @ Rs. 300/- Per cubic metre shall be done on pro-rata basis in each running bill for this item .Any loos to the public and private property during the course of excavation shell be resorted by the controctor what so ever the nature of the same may be. The servicable material will be stacked out specified/ dimension in all leads and lift as per the direction of Engineer in charge.

Excavation in ordinary rock not requiring blasting by mechanial means i/c cutting and triming of side slopes and disposing of excavated earth within a lift upto 1.5 mtr and lead upto 20mtr ass per drawing and technical specification.

excavation in hard rock requiring blasting by mechanial i/c cutting and triming of side slopes and disposing of excavated earth withen a lift up to 1.5 mtr and lead upto 20mtr as per drg and technical specification.

providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to IS 280 and IS 4826 in 100 mm into 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighting not less then 25 kg each as per drowing and technical specifications clause 1301

Providing and laying of stone filling behind the r/wall & return wall complete as per drowing and specification clause 1204.38