Construction of CC road from Gopal Sharma house to Purushottam Sharma house in Gautam Colony Nagar Parishad area.

based on Ruidp 2023

proyiding, layng spreading and compacting of granular sut-baise by providing close graded matenial (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mbing by mix in place method with rotavator at OMC, and compacting with vibratory roller to 1/7.2.3) achieve the desired density, complete as per MoRT&H specification clause - 401 inicluding all material, labour, machinery, lighting, guarding and maintenance of diversion Grading-III Material

Providing, laying spreading (with paver firisher only) and compacting wet mix macadam (WAM base eourse comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-Il) in layers of equal compacted thickness each consolidated, icuding pre-mixing the meterlal with water at OMC in mechanical mixer (Pug Mil), carriage of mixed material by tippers to site, laying in uniform ląyers in base course on a well prepared subpasp/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.

Providinig and laying lean coarss and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per sable 600-1, cement content not to be less than 150 kg/ cum, optimum oisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as perclause 601, 112 of MoRT&F specification including all materialHabour. machinery, lighting, guarding and maintenance of diversion.

Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20