Restoration of rain damages on Bhuntar Manikaran road Km 1/610 to 35/110 (SH- Construction of Retaining wall from Km 16/760 to 16/810).

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, any dressing removal of stumps and other deleterious material and disposal upto any lead of 50 mtr (Fifty metre) and lift complete including dressing of sides and bottom and backfilling in trenches with excavated material in ordinary soil within all leads and lift of materials and as per direction of Engineer-in-charge.

Providing and fixing Dowel bar of 25mm dia including drilling holes and plugging the bars with cement grout within all leads and lift of materials and as per direction of Engineer-in- charge.

Providing and laying concrete for plain/ reinforced concrete 1:3:6 (One cement : Three sand : Six graded stone) aggregate in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203. P.C.C. grade M-10 C.C. within all leads and lift of materials and as per direction of Engineer-in- charge.

Providing and laying concrete for plain/reinforcement conc. In open foundation as per drawing and technical specification clause 802,803,1202 and 1203 PCC grade 1:4:8 (One cement: Four sand: Eight graded stone) nominal mix within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.

Stone masonry work in cement mortar in sub structure complete as per drawing and technical specifications clause 702,704,1202 and 1203 coursed rubble masonry (2nd sort) in cement mortar 1:5(one cement: Five sand) within all leads and lift of materials and as per direction of Engineer-in- charge.

Construction of dry ruble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clause 704.6 & 1302.5 including hauling/carriage of all labour equipment and materials to various location through all modes of transportatin within all leads and lift of materials and as per direction of Engineer-in- charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material. within all leads and lift of materials and as per direction of Engineer-in- charge.