R R Damages to Badiyara Masli Jitata km 0 00 12 00 SH PL essential kharnja stone soling at RDs and Hill side v shape drain from km 1 200 1 900 2 00 6 00 6 500 7 00 7 045 7 845 and Removal of slips at RD 1 090 1 105 3 840 3 900 4 180 4 210 5 150 5 16

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

Construction of unlined surface drains of average cross-sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavate d material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

Removal of landslides /slip clearance. Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in a left up to 1.5 metre and land upto 100 meter as per technical specification 302.3.5 and 1611