FDR/Mtc. of road from Srinagar to Manughat Via Amlighat during the year 2026-27/ SH- Construction of Retaning Wall, Ch(6.00 to 6.50 km).

Excavation for Structures B.Without dewatering Earthwork in excavation for structures as per drawing and MoRD technical specification Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & braching, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil (I) Up to 3.00 m depth

Filling in foundation trenches as per drawing & MoRD technical specification clause 305.3.9.1200. I) Sand filling

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)

Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including form work as per drawing & MoRD technical specifications Clauses 802,803, 900,1202 & 1203. (including centring, shuttering, staging etc. but excluding reinforcement). I. PCC grade M10 (using jhama brick aggregate) (i) Nominal mix 1:3.6

Supplying, fitting & placing Thermo Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.

Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.

Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.

Construction of embankment with Materials Obtained from Borrow Pits. Construction of Embankment with approved material obtained from borrows pits with a lift up to 1.50m,transperting to site,spreading,grading to required slope and compathing to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per MoRD Technical specification clause 301.5.

Turfing With Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause309.