A/R and M/O on Shoghi Mehli Junga sadhupul road km. 12/375 to 48/925

Excavation in soil in hilly area by mechanical means including cutting and trimming od slide slope and disposal of excavated earth with in a lifts upto 1.5 mts and leads upto 29 mt as per technical specification clacuse 1603.10

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of strumps and ither deleterious materials and disposal upto a lead of 50 dreassing of side and bottom and backfilling in trenches with excavated suitalbe materials ordinary soil upto 3 mtrs. depth.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 P.C.C norminal mix 1:5:10 (40 mm aggregate).

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 P.C.C norminal mix 1:4:8 (20 mm aggregate).

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 P.C.C norminal mix 1:3:6 (20 mm aggregate).

Providing and Laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection work, back filling concrete and masonary work in head walls and parapets clause 1180, as per dimensions in approved drawing and at location directed by the Engineer-in-Charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 HPSR 2009 item No 12.14 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing weep holes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm(One hundred milimetre) dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and MORD technical specification clauses 614, 709, 1204.3.7 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Providing and laying rubble stone flooring in cement mortar 1:3 laid over cement concrete bedding complete as per drawings technical specification clause 1303, including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.