Construction of Babra ka naka Anicut Tehsil-Dovda Dist.-Dungarpur

Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer - in - charge. Cost of wood has been deducted from rate sand thus will be roperty of contractor after cutting. (a) Ordinary

Excavation including loading, unloading, disposal and dressing of excavatedearthwithin initial leadof 50mand lift up to1.5mincluding dressing of excavated area and dewatering wherever requiredcomplete in all respect (b) Hard / dense soil

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to1.5m including dressing of excavated area and dewatering wherever requiredcomplete in all respect (c) Hard soil mixed with Kankar / boulders, Morrum

Excavation in cluding loading unloading disposal and dressing of excavated rock with in initial lead of 50 m and lift up to 1.5 min dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. (a) Soft / Disintegrated rock

Excavation in cluding loading unloading disposal and dressing of excavated rock with in initial lead of 50 m and lift up to 1.5 min dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. (b) Hard rock not requiring blasting

Excavation in cluding loading unloading disposal and dressing of excavated rock with in initial lead of 50 m and lift up to 1.5 min dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. (c) Phylite & other hard rock requiring nominal blasting

Excavation including loading unloading disposal and dressing of excavated rockwith ininitial lead of 50m and lift upto1.5m in dry or moist including dressing of excavated area,de-watering wherever required complete in all respect. (d) Hard rock (dry or moist ) requiring blasting ( where hardness of rock is more than 2 ) in cluding disposal of excavated material in the designated spoil bank/embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free touse the usable excavated stone else where for which any transition expenditure & royalties, axetcif required to be paid the nit will be liability of contractor as the cost of usable stone has already been deducted from the rate.

Add extra over item No. 4 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered. (a) Soft / Disintegrated rock

Add extra over item No. 5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered. (b)Hard rock not requiring blasting

Add extra over item No. 6 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to beconsidered) Quantity of excavation below water level in foundation area during continous pump running should only be considered.(c)Phylite & other hard rock requiring nominal blasting