REPAIR TO FENCING COMPOUND WALL BOUNDARY WALL FOOTPATH HARDSTANDING CLEANING LAYING TO SEWAGE LINES MANHOLE SEPTIC TANKS FENCING LIFT WELL CLEANING ETC IN POCKET 3 AND 4 AREA UNDER AGE BR I OF GE ROORKEE.

Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth and getting out in soft / loose soil complete.

S&F in repair RCC M-30 Grade approved Design Precast concrete post of size 150mm x 150mm x 2100 mm height , having two grooves of size 55 x 28 mm so as to receive 7 Nos of panels having size of 1500 mm x 300 mm x 50 mm thickness (1 Panel at bottom + 4 Design Panel bottom to top +1 Jafari type panel at top as approved by Engr-in Charge/GE). The post shall be reinforced with 4 Nos of 8 mm dia bars with 4 mm dia stirrups @ 150 mm C/C, panels shall be reinforced with 4 Nos of longitudinal bars of 6mm dia plain steel & 6mm plain MS stirrups @ 150 C/C all welded. The post shall be fixed to the ground by digging a hole of 300mm x 300mm x 600 mm and filled with PCC 1:3:6 after the post should be aligned in these holes, including removal of excavated earthwork outside MoD land. The post will be erected @1.615m C/C. Height of the pillar shall be 2700mm (600mm below the ground and 2100 mm above the GL) with any approved design by Engr-In-Charge all as specified & directed .

Returning, filling in excavated approved soil, including spreading, leveling, watering and well ramming in layers not exceeding 25cm each complete.

Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete.

M & L for precast RCC (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in cover slabs and the like including providing necessary form work etc, set in cement mortar (1:4) incl. demolition of reiforced cement concrete and disposal out of MOD land complete all as dspecified and as directed by the Engineer-in-Charge. (Note : Reinforcement to be measured and paid separately).

Mild steel TMT bars 10 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete.

Brick work with sub class ‘B’ old size bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4 incl. demolition of brick work complete all as specified and directed.

Brick work with sub class ‘B’ old size bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4 (Except brick ) incl. demolition of brick work complete all as specified and directed.

Taking down existing cement plaster including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed.

M&L 15 mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces on wall, other than finished even and smooth without using extra cement complete all as specified and directed