RRD on Thalout Panjain Thachi Shattadhar road Km. 0.0 to 40.00 SH C.o R.Walls at RDs 21.290 to 21.305, 23.975 to 23.988, 24.945 to 24.960, 25.870 to 25.880, 26.945 to 26.965, 30.825 to 30.835, 30.910 to 30.925, 32.460 to 32.472 and C.o B.wall at RD 2

Excavation in soil in hilly area by mechnicial means i/c cutting and trimming of side slopes and disposing of excavated earth with a lift up to 1.5 metre (One point five meter) and a lead upto 20 metre (Twenty meter) as per technical specification clause 1603.1 + 1603.2 and with in all lead and lift as per entire satisfaction and direction of Engineer-in-Charge.

Earth work in excavation for structure as per drawiing and technical specification clause 305.1 i/c setting out construction of shoring and bracing removal of stumps and other deletarious material and disposal up to any lead dressing of sides and bottom and back filling in trenches with all kind of soil upto any depth including all lead and lift and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in 1:4:8 (one cement: four sand: eight crushed/ stone aggregate) 40 mm (forty milimetre) nominal size in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 with in all lead , lift as per entire satisfaction and direction of Engineer-in-Charge.

Stone masonry work in cement mortar 1:6 (One cement: six sand) in foundation complete as per drawing and technical specifications Clause 702,704,1202 and 1203 as per entire satisfaction and direction of Engineer-in-Charge. (R/R 1:6)

Construction of dry rubble masonry for retaining walls, breast walls revetment walls and parapets etc. for sub stuctur and super structre complete as per drawing and technical specification Clause 704.6 and 1302.5 as per entire satisfaction and direction of Engineer-in-Charge.

Providing and laying of Boulder upron laid in wire crates with 4 mm (four milimeter) dia G.I.wire conforming to IS : 280 and IS:4826 in 100 mm x 100 mm (onehundred into one hundred milimeter) mesh (woven) diagonally) including 10 % (Ten persent ) extra for laps and joints laid with stones boulders weighting not less then 25 kg (Twenty five kilograme)each as per drawing and technical specifications clause 1301 with in all lead and lift as per entire satisfaction and direction of Engineer-in-Charge.

Providing weepholes in brick masonary/stone masonary /plain reinfoirced cement abutment wing wall, return wall with 100 mm (hundred millimetre) dia PVC pipe extending through the full width of the structure with slope of 1:20 (one : twenty) with in all lead and lift as per entire satisfaction and direction of Engineer-in-Charge.

Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8 with in all lead , lift as per entire satisfaction and direction of Engineer-in-Charge.