Construction work of widening of CC road on the Chak Marg parallel to the pond from Nainital Road in village Bhojipura. MLA-Bhojipura)

BOQ

Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Excluding Royalty).Including 3 km extra cortage distance S.I. 253+C

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. SI. No. 251

Concrete with 4 cm. gauge brick ballast, final local sand of 1.25 FM and cement in proportion of 12 :6 : 1 in foundation and under floor, Including supply of all Material with mixer machine, Labour and T & P etc. required for proper completion the work.As per S.I. No. 273

First class Brick work in 1:4 cement and coarse Sand morter in foundation & Plinth inculding supply of all materials Labour T & P etc.required for proper completion of work. As per S.I. No. 305.

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 / binding material to fill up the interstics of coarse aggregate, watering and compacting to the required dencity . Grading - III ( with 22.40-53 mm size stone ballast) As per technical specification clause 405.

Cement Concrete with 20 mm. gauge approved stone grit ; approved Coarse Sand and Cement in the proportion of 3:1½:1 inculding supply of all Material, Labour and T & P etc. required for proper completion the work. As per S.I. No. 279(ii)

Centering and shuttering including strutting, propping etc. and removal of form for : DSR 5.9 Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1

Supply & Laying of Polythene sheet 125 Micron for separation layer Including all Material, Labour T&P ……..Complete .(As sanctioned by S.E. Bareilly)

Making contraction joint in C.C. Road ................ Complete as per directed by E/I (senctioned by S.E. Bareilly).