Nagar Palika Parishad Bisalpur ke ward no 24 me Ishtiyak Ali ke Ghar se Sharif ke Ghar tak CC Road Nirman work.

Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead 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 30m from the foundation trenches. (Including Royalty). si no 251

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 1000 m as per Technical Specification Clause 301.5 carted 5 km

Cement concrete with 2 cm. (1½") gauge approved stone, Grit, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Brick Masonry Work in Cement Mortar 1:4 in foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200 &1203

Cement concrete with 2 cm. (1½") gauge approved stone, Grit, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. Si no 279(1)

12 mm thick plaster with cement and approved coarse sand in 1:3 over brick work minimum thickness not to be less than 3/8" (10 mm) thick including supply of all materials, labour and T&P etc. required for proper completion of the work. Si no 583

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin 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 three wheel 80-100 kN static roller 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 4.7-405(3)

Laying C.C. Road slab 10 cm. 4" thick consisting 1:2:4 cement coarse sand and approved 2 cm. (3/4") gauge stone grit over prepared sub-grade after its rectifications & bringing it to proper camber & including supply of all materials, labour and T&P etc. required for proper completion of work, finished to temp, as directed by 'Engineer-in-charge but excluding cost of metal required for rectification of the sub-grade. sin no 773