Gram Panchayat Gagora Development Block Ujhani Interlocking work from the Main Road to Saligram Inter College Ujhani

Construction of embankment with material obtained from borrow pits (local earth as per MORD spec 301.5

Excavation in foundation in ordinary soil, loame, clay or sand inculuding lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30mfrom the foundation trenches. St. No 251.

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

Providing, laying, spreading and compacting stone aggregates of specific sizes to 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, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Concrete with 4cm (1:1/2"), Gauge brick ballast, fine sand of 1.25 fineness módulous and cement in proportion of 12:6:1 in foundation and under floor, Including supply of all material labour and T&P etc.required for proper completion of the work S.I.No. 273

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 (As per PWD SOR SI No-305)

Cement concrete with 2 cm. gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. As per SOR No 279(i)

Providing and Laying of factory made 80 mm thick Interlocking cement Concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiels and dressing of surface to required level and slope, filling joints with sand including the cost of material, labour T & P etc. required for proper compection od work as directed by Engineer-in-charge NEW ITEM 1 ROAD WORK Chapter 20

Providing and fixing of informatory sign board at starting and End Point