Construction of Bituminous road at jorar from house of pradeep to devi mandap via akhra and layig of paver block from patiya doon jorar infront of akhra shayam munda house and tetri toli hakim khulin gali under Ward No 47

Providing labour for cleaning before and after work etc

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, levelling, ramming the foundation trenches removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Extra for earthwork in hard soil as per specification & direction of E/I.(vide classification of soil item-B)

Stone Crusher Dust finer than 3 mm with not more than 10% Passing 0.075 sieve at quarry. Baasic Rate = 300.00 add 15.95%(C.P+O.H+W.C.)=347.85

Construction of granular sub base by providing close graded material mixing in a mechanical mix plant at OMC carriage of mixed material to work site spreading in uniform layers with motor grader on prepare sueface and compacting withmotor power roller to achieve the desired density complete as per clause 401.

Providing and laying80 mm Thick factory made Cement Concrete paver block of M-40 grade made by block making Machine with strong vibretory compaction of approve size,design and shape ,laid in rerequired collour and pattern over bed as per revalent IRC Code ,filling the joints with fine sand etc all complete as per direction of Engineer -in -Charge.

Providing and Layng in Position cement concrete of specified grade excluding the cost of centring and shuttering……All work Upto plinth Level: 1:2:4 (1 Cement :2 Coarse Cement sand (Zone III): 4 Graded stone agregate 20 mm nominal Size)

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Providing and applying TACK COAT with bitumen emulsion using pressure distributor at the rate of 0.20kg/sqm on the prepared bituminious/granular surface cleaned with mechanical broom.

Providing and applying TACK COAT with bitumen emulsion using pressure distributor at the rate of 0.30kg/sqm on the prepared bituminious/granular surface cleaned with mechanical broom.