Improvement of back spots on Chail Gohar Pandoh road KM 24/00 to 29/600 ) (SH- C/O W-metal beam crash barrier with edge walls at RD 26/500 to 26/620).

Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m (fifty metre), dressing of sides and bottoms and back filling in trenches with excavated suitable material in ordinary soil upto 3m (three metre) depth including entire carriage of material within all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge.

Providing and laying 1:5:10 (One cement : five sand : ten graded crushed stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

Providing and laying concrete for plain/reinforced concrete 1:2:4(one cement : two sand : four graded stone aggregate) in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per entire satisfaction of Engineer-in-charge.

Providing and Erecting type-A "W" metal beam crash barrier comprising of 3mm (Three millimetre) thick corrugated sheet metal beam rail 70 cm (Seventy centimetre) above road/ground level fixed on ISMC series channel vertical post 150X75X5mm (one hundred fifty into seventy five into five millimetre) spaced 2m (Two metre) centre-to-centre 1.80 m (one point eight metre) high 1.10 m (one point one metre) below ground/road level all steel parts and fitments to be galvanized by hot dip process all fitting to conform to IS: 1364, metal beam guard rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm (one hundred fifty into seventy five into five millimetre) 300 mm (Three hundred millimetre) long complete as per clause 811.3 MORTH including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-Charge.