Interlocking construction work is underway from Baghel Basti to the Nagla Kishori road in Uswa village panchayat of Sasni block

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 3000 m as per Technical Specification Clause 301.5

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Providing and Laying of I-Shaped Precast Interlocking Tiles Concrete Block Pavements having thickness 80 mm(Grey) compressive strength not less than 30Mpa and weight 4.50Kg including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as per drawings and Technical Specification Clause 1504.

Earthwork in excavation in ordinary soil for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, for depth up to 1.5m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing concrete for reinforced/plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M-10 (1:3:6)

Brick masonry work in 1:4 cement & coarse sand mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Providing concrete for plain cement concrete of Nominal mix (1:2:4) with cement, coarse sand and stone aggregate in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (iii)