Construction of retaining wall along with drain around back side of switchyard generator room and hut at MHP Pahalgam.

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock

Providing and laying cement concrete in retaining Cum walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets, sunken floor etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets, kerbs and steps etc.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Thermo-Mechanically Treated bars of grade Fe-500D or more.

UPVC pipes (working pressure 4 kg/cm2) Single socketed pipe metre

Banking excavated earth in layers not exceeding Cum 350 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc.. lead upto 50 m and lift upto 1.5 m in All kinds of soil:

Cement avg 20 km

Sand average 50 km

Aggregate average 40km