Restoration rain damages on Solan Meenus road Km 24/345 to 61/0(SH Construction of 2.00 X 2.00 metres Box cell culvert at Km 37/250). Under balance amount PDNA.

Earthwork in excavation for all type of roads, structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) and 1606.1(One six zero six point one) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side & any structure near about, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and laying Plain /rainforced Concrete in open foundation PCC grade M-10 (M-Ten) nominal mix 1:3:6(one cement: Three sand: six graded hard stone aggregate)40mm nominal mixed and vibrated in sub structure or similar works complete C- 802, 803, 1202 and 1203. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Plain/reinforced cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, , 1202 and 1203 in R.C.C. grade M 25 (1:1.5:3) (One cement: one half cement: three graded hard stone aggregate) including haulage as per HP.PWD.specification1990 Volume-1and as per direction of the Engineer-in-Charge, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge

Suppyling, fitting and placing HYSD bar reinforcement (Fe 415) in Sub structure complete as per drawing and technical specifications. Clause 1002, 1005, 1010 and 1202 including all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in granular material. as per drawing and HP PWD techinical specifications i/c carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing weep holes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing walls, return wall with 100mm (One hundred) milimetre dia AC pipe extending through the full width of the structures with slope of 1(V):20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709,1204.3.7. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Drainage spout complete as per drawing and technical specification clauses 1209, in all leads, lifts and carrige of materials, asper direction by the Engineer-in-Charge.