PMT AND SURF WKS IN PROVIDING RIVER TRG WK FOR PROTECTION OF RD FMN FM FLOOD BW KM 0 PT 40 TO KM 9 PT 50 ON M S RD DUE TO INCESSANT RAINFALL CLOUD BURST AND SUDDEN HEAVY FLOW FLASH FLOOD OF WATER IN BEAS RIVER 38 BRTF RD SECTOR OF PROJECT DPK IN HP

Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-35 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :

Boring 1200 mm dia

Concrete in Piles

Steel Liner

Pile Load Test @2% of Piles No.

Pile Intergrity Test @2% of Piles No.

Providing and erecting a metal beam "Thrie" beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series Channel in vertical post, 150x75x5 mm, spaced 2 m center to center 2 mtr high with 1.15m below ground level, all steel parts and fitment to be galvanised by hot dip process, all fitting to confirm to IS : 1367 and IS 1364 metal beam rail to be fixed on the vertical post with a space of channel section 150x75x5 mm.546 mm long complete as per clause 810.

Excavation in trenches not exceeding 1.2m width and 1.5m depth in soil/soil mixed with boulders incl bottom and sides getting out and disposing all excavated material lead upto 3m and lift upto 1.5m

Dewatering works in excavation of abutment of bridges or any other structures where deep excavation is required below water table level in the area where annual rainfall is up to 200 cm.