Construction of C.C. road and Nali Work at rakesh house to mehatab house village thar Ward No.64 Zone 23 File No. 80/26X3/6.2nd Call.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications.

Earth work in excavation for foundation, trenches forpipes / cables or drains etc. by mechanical means /manual means (exceeding 30cm in depth.) includingramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.All kinds of soil

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. (1365-89=1276) 4.4.1 Deduction if paver is not used for spreading.

Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plateor plywood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete.

Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).