Upgradation of Roads No.3 ,Patch work of Road No.1,19,20,and Construction of Remaining Drain at I.A Surajpur Site B and C Distt G.B Nagar (Phase-1).

Amount

Earth work in excavation in cutting or in embankment in soil mixed with mooram shinghal kankar etc excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment in 20 cm layers, including dressing and ramming the surface to the required slopes, gradients and levels and also including 1.50 m lift & 30.00 m lead. The earth from cutting to be used in making embankment or as a spoil bank with in 30.00 m distance and also including cartage of earth out side of Industrial Area.

Construction of Granular Sub Base by Providing Coarse Graded Material, spreading in uniform layers with motar grader on preapared surface, mixing mix in place method with Rotavator at OMC, and compacting with Vabratory Roller to achieve the desired Density complete as per Clause No - 401 and also supply of all material labour and T&P etc as required for proper completion of the work.

Providing, Laying, Spreading and Compacting Graded Stone Aggregateto Wet Mix Macadam specification 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 preapared surface and compacting with Vibratory Roller to achieve desired density and also supply of all material labour and T&P etc as required for proper completion of the work.

Providing and laying Bituminous Macadam with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with Bituminous binder @ 3.30% of the mx, tronsported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause 501.6 and 501.7 to achieve desired compaction, including tack coat complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.

Providing and laying 25 MM thick Semi Dense Bituminous Carpet with 100-120 P TPH batch type HMP prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 4.5 to 5 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specificatio Clause no -508, including tack coat complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.

Earth work in excavation in ordinary soil (loam, clay, or sand) including lift up to 1.50 m and lead up to 30.00 m and also including filling watering and ramming of excavated earth. in to foundation trenches or in to the space between building and sides of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer In charge up to a distance of 50.00 m from foundation trenches as required for proper completion of the work

Plain Cement Concrete with 40 mm gauge approved stone ballast, approved coarse sand and cement in the proportion of 10:5:1 including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge

M-150 Brick work in 1:6 with cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge

25 mm thick 1:2:4 cement concrete floor with cement, approved coarse sand and approved 20 mm gauge stone grit laid in panels finished with 3 mm thick floating coat of neat cement or cement and marble dust ratio of 5:1 as specified without base concrete and removing any over lapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge.

Struck Pointing with cement and sand of 1.5 F.M. mortar in 1 :2 including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge

Flush Pointing with cement and sand of 1.5 F.M. mortar in 1:2 including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge