M/o Road (Beautification of T-Junction on 45.00M wide road in between Sec-137 and 142) Noida

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge.

Cement concrete with 4cm gauge approved stone ballast, coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour, tools and plants etc. required for proper completion of the work.

Cement concrete with 4cm gauge approved stone ballast, coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour, tools and plants etc. required for proper completion of the work.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Height upto 5m RCC Grade M25 using batching plant transit mixer & Concrete pump

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

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.

M-150 Brick in 1:6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.

As in item 303 above but in superstructure including necessary cutting & moulding of brick as required thickness of walls not to be less than 1 1/2 brick. Add extra labour to above items.

As in item 309 above but for walls of one brick, add for extra labour to the rate of item no. 309.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works