RR damages to link Road to village Bashtari km 000 to 200 SH co v- shape drain in PCC 136km 000 to 1500 and kharunga stone soling km 100 to 1500 PDNA

Earthwork in excavation for structures as per as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. with in all leads and lifts as per directed by the Engineer-in-Change

Prepration of sub grade by dresing to camber (earth work for the cutting involved for sub grade to paid for sprepatly depending upon the classification of soil completed as per HP.PWD specification within all leads and lifts as per directions of Engineer in Charge.

Consolidation of sub grade with road roller including making good the undulation etc, with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications and with in all leads and lifts as per directed by the Engineer-in-Change

Stone soling masonry hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding material moorum of erarth etc complete as per HP.PWD specification 100mm spread thickness finished work including materials and labour complete includin g carrige of materials within all leads and lifts as per directions of Engineer in charge

Plain/reinforced cement concrete (1:3:6) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge