RRD on Lambathach Shilibagi Kalhani Kashoud-Pandli Bakhli Pandoh raod km. 0.0 to 62.0 Section Kalahni to Pandoh Km. 36.00 to 62.00 Sub Head Construction of Retaining wall at RD 39.710 to 39.717, 41.955 to 41.970, 46.220 to 46.240, 46.690 to 46.705,

Removal of land slides in all kind of soil in hilly area including ordinary rocks not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material within all leads and lifts as per direction of the Engineer-in-charge as per the technical specifiaction 302.3.5. and 1611.

Earth work in excavation for structure as per drg. 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 a lead of 50 metre (fifty metre) dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil with in all lead , lift as per entire satisfaction and direction of Engineer-in-Charge.

Providing and laying dowel bar in foundation in hard rock including making holes for dowel bar and fixing 25mm (Twenty five millimeter) dia for steel in cement slurry. The rate are inclusive of octrol, royalty, Malkhana, tol tax or other taxes exposed by Government, but excluding GST & including carriage of material with in all leads , lifts as per entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in 1:3:6 (one cement: three sand: six crushed/ stone sggregate) 40 mm (fourty milimeter) nominal size in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 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.

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

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm (seventy centimetre) above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm (one hundred fifty x seventy five x five milimetre) spaced 2 m (two metre) centre to centre, 1.8 m (one point eight metre) high, 1.1 m (one point one metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, (one hundred fifty x seventy five x five milimetre) 330 mm (three hundred thirty milimetre) long complete as per clause 811 with in all lead , lift as per entire satisfaction and direction of Engineer-in-Charge.

Construction of P.C.C. Parapets with cement concrete 1:4:8 (one cement: four sand: eight graded stone aggregate 40mm (forty millimetre) nominal size) and curing complete and form work excavation work complete as per drg and technical specification clause 800 and 1208.4 within all leads , lifts,carriage of materials and as per the entire satisfaction and direction of Engineer-in-Charge.