Vikas Khand muratganj gram panchayat bathui me primari school ke gate se arjun ke goda tak interlocking

Construction of Embankment with approved material obtained from road way cutting with a lift upto 1.5 m , transporting to site , spreading,gradding to required slope and compacting to meet requirment of tables 300.1 and,300.2 as per tech classification 301.5.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8

Concrete with 4 cm brick ballast, fine sand and cement in foundation and under floors in raito 12:6:1 S.I. 273

M-150 Brick work in 1:4 cement and fine sand in foundastion and plinth i/c supply of all materials, labour, tools and plants etc. requried for proper complition of the work.

2.5 cm thick 1:2:4 plain cement concrete with cement approved coarse sand and 2 cm graded approved stone grit laid in panels finished with 3 mm floting coat of neat cement slury without base concrete. i/c supply of all materials labour, tools and plants etc. requried for proper complition of the work.

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 at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401

WBM Grading 3 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 stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required density grade iii as per technical specification clause 405.

Provoiding and laying of Rubber moulded reflective Zig-Zag 80 mm thick tiles of precost compressed c.c. passing 30mpa compressive strength ISI marked concrete block pavements having thickness 80 mm as per technical specification clause 1504

12 mm thick cement plaster of mix 1:6 ( 1 cement & 4 course sand ) PLINTH BELOW as per IS 13.4.2