Estimate for Rehabilitation of Balance work of Tarmala Minor RD 9250-20463

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.50 cumecs

Excavation in soil (any type) using Hydraulic Excavator CK 90including all lifts and combined lead up to 30 m. hydraulic excavat or of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections,

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 3 Km (katcha) including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.

Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications

Dressing of Earthwork for new work

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.

Laying 1st class brick lining 75 mm thick laid in 1:3 CSM over 10 mm thick cement Plaster 1:3 over 12.5 mm thick cement plaster 1:5 over dressed sub grade (for side slopes) including supply carriage, loading and unloading of material from source to site of work complete in all respects as per PWD specification.

Laying 1st class brick on edge coping 229 mm wide and 115 mm thick in cement sand mortar 1:3 complete in all respects as per PWD specification.

Extra allowance for providing templates in curved portions of lining.

Extra allowance for scaffolding in lining for side slopes only.

Dismantling brick work, tile masonry or tile lining (in cement mor

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling with 'H' more than 0.50 m but upto 0.90 m.

Supply of New APM block. (Lumsum)

PCC 1:4:8 with Stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volume metric type.

First class burnt Brick Work in Cement Sand Mortor 1:4 in foundation & plinth.

Laying Reinforced cement concrete (M-20) mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrated but excluding steel reinforcement, centering and shuttering in super structure. (For slab)

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.

Extra labour for dressing of bricks for outlet with 'H' more than 0.50 m but upto 0.90 m.

Any other item