Construction of Sita Kund Anicut village Mal ka Kheda G.P. Mal ka Kheda P.S. Mandalgarh District Bhilwara

Cutting and clearance of jungle, bushes, shrubs, Ankra / Ipomoea, Julicflora 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 rates and thus will be property of contractor after cutting. ordinary

Excavation including loading, unloading disposal and dressing of excavated earth within initial lead of 50 m and lift up to 1.5 m in dry or moist including dressing of excavated area,dewatering wherever required complete in all respect.Hard soil mixed with kanker /boulders ,morrum

Add extra over item 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.Hard soil mixed with kanker /boulders ,morrum

Excavation including loading , unloading disposal and dressing of excavated rock within initial lead of 50 m and lift up to 1.5 m in dry or moist including dressing of excavated area,dewatering wherever required complete in all respect. (a) Soft / desintegrated rock

Add extra over item 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 /Disinterated Rock

Add extra over item for excavation under (b) Hard rock not requiring blasting

Add extra over item 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. Hard rock not requiring blasting

(c) Phylite & other hard rock requiring nominal blasting

Add extra over item 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.Phylite & other hard rock requiring nominal blasting

preparation of foundation of structure including removal of all loose stones , silt and final washing (a) By manual labours

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum,Max size of Aggregate 40 mm,

Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete) Up to 20 mm.

Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)

Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.Tor or ribbed bars (IS:1786-1985)

Side shuttering including propping etc. complete to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.

Drilling holes of 35 mm diameter for anchor rods. Up to 1.50 m depth.

Labour charges for fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete.

Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete

Re- handing of excavated material including loading unloding and dressing withing initial lead of 50 m and left of 1.5 m with cost of de- watering wherever required and all applicable taxes and levies etc, complete in all respect Mix strata Muck for extra lead up to 750 m