Niet02(v)/EE/MED/GTA/2026-27

Excavation ofor the road way in soil by mechanical means including cutting and pusshing the earth to site of embankment uo to a distance of 100 meters (average lead 50 meters ), including trimming bottom and side slope in accordance with requurement of lines and grade and and cross section s( Reference to MorRT & H's specification .

By Mix in Place Method Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 4011B(iii) Rate per cum for grading-III Material

Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reerenc e to MoRT&H's specification 404). 9A(i)(c)Using Screening (Table 400-10)

Plain/ Reinforced cement concrete in open foundation complete all including vibration and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications ( Reference to MORT& H's Specifications 1500,1700 & 2200). M30 Grade.

ADD 1% CESS