Center of Acilence for fruits Gram kokhraj uparhar sirathu me CC Road ka Nirman

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

Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1

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

Granular Sub-base with Well Graded Material (Table 400.2)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.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2A

P/L of information road signboard at site including all material labour etc complete

P/L OF SINAGE BOARD