Construction of a concrete road from Bhaiyya Baba to Peer Baba Temple towards the main road, Ward No. 15, near Peer Baba Temple, Mohammadpur

Construction of embankment with approved material obtained from borrow pit with all lifts and lead transporting to site, spreading, grading to required slope and compacting by vibratory raller 8 10 tonne to meet requirement of table 300-2 including cost of campemation for earth taken from private land complete as per MoRT&It specification clause 305 ( Lead taken at 5 km)

Providing, laying and spreading of granular suti-base by providing coarse graded Material (Table 600-21, spreading in uniform layers with motor grader on prepared surface. mixing BY MIX IN PLACE METHOD with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause 401 Including all material, labour, machinery. Tighting, guarding and maintenance of diversion.

Providing and laying lean cement concrete 1:48 in Sub-base over a prepared sub-grade with coarse and fineaggregateconforming to 15: 383, the size ofcourseaggregate not exceeding 25 mm, aggregate coment ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content net to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mised in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery. lighting, guarding and maintenance of diversion

Providing and laying lean cement concrete 1:48 in Sub-base over a prepared sub-grade with coarse and fineaggregateconforming to 15: 383, the size ofcourseaggregate not exceeding 25 mm, aggregate coment ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content net to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mised in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery. lighting, guarding and maintenance of diversion PCC M-20

Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers

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