RR Damages to Jangla Thali Amboi Tiproli road km 00 1000 SH CO RWall at RD 5945 to 5977 0405 to 04301270 to 12801300 to 13138980 to 8990 Bwall in wire crate at RD 6125 to 6135

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 1302.07cum. 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 hilly area by mechanical means i/c cutting and trimming of side slope and disposing of side slopes and disposing of excavated earth with lift upto 1.5 mtr and 20mtr as per technical specification pick and jumper work .

Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dresseing of sides and bottom and backfilling in trenches with excavated suitable material .

Providing and laying concrete for plain/reinforce concrete 1:3:6(one cement three sand six graded 40mm (forty milimeter nominal size ) in opem foundations complete ab per drawing and technical specification clauses 802, 1202, an 1203 including carriage of material with in all leads and lifts as per direction by the Engineer in charge.

Providing and laying concrete for plain/reinforce concrete 1:4:8 (one cement four sand eight graded 40mm (forty milimeter nominal size ) in opem foundations complete ab per drawing and technical specification clauses 802, 1202, an 1203 including carriage of material with in all leads and lifts as per direction by the Engineer in charge.

Providing and laying of Back filling behind the return wall with granual material complete as per drowing and specification clause 1204.38

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 and jointing renforcement cement concrete pipe 900 mm diameter NP -2 for culverts on first class bidding of granular material in single raw including fixing collar with cement 1:2 but excluding protection work, bed filling concrete and masonry work in head wall and parapets as per drawing and technically specifications for rural roads clause 1106.