NP Brijmanganj ward no 4 PWD Road se Gaushala tak CC Road and Nali nirman kary.

Earthwork in cutting or embankment in ordinary soil (Loam, Clay or sand) excavation to be in the form of pit not exceeding 50cm in depth and earthwork in embankment to be in 20cm. layers including the ramming and dressing the surface to required levels slopes and also including 1.50 meter lift and 30meter lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30meter distance as directed by the Engineer in charge. As per Sl.No. 253. Cartage Earth work from 4 km Distance

Excavation in foundation in ordinary sqil (Loam, clay or sand) includaing lift up to 1.50m and lead up to 30m and includaing filling, watering and ramming of excavated earth in to the space between the building and side of foundation trenches or in to the plinth and removal and disposal of surplus eart as directed by Enginer incharge as per S.I. NO. 251

Providing Cement Concrete with 40mm gauge approved brick ballast, approved coarse sand and cement in the proportion of 12:6:1 includaing supply of all materials labour and tools and plants etc. Required for proper completion for the work as per S.I. NO. 273

Ist class brick work in 1:3 cement and Coarse sand mortar in foundation and plinth. as per S.I. No. 307

Granular Sub-base with Well Graded Material (Table 400.1) (A)By Mix in Place Method 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. Sr.No. 4.1(A)(1) For Grading | Material.

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. Sr.No. 4.7(3) (A) By Manual Means.

Laying C.C road slab 10cm (40 thick consisting of 1:2:4 cement, coarse sand & approved 2cm gauge stone grit, over prepared sub grade after its rectifications & bringing it to proper camber and including supply of all materials, labour T&P etc. required for proper completion of work, finished to required templete as directed by E/l. but excluding cost of metal required for reflection of the sub-grade. Take a slab length of 33 'rft and 4" in depth. As per 51. No. 773 but with 1:1%:3

Construction of U- Shapaed RCC drain 300x400 mm averag depth