Estimate for Constructing Water Course X-ing (Trough Type) at RD- 48737 of Malout Drain.

Amount

Abstract of Cost

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming ottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Rehandlling of E/Work undressed

Earth work in excavation in foundations 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 sides 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 lead of 30 metres.

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. For drain diversion, WC crossing, cross bandhs etc.

Rehandlling of E/Work undressed. For REMOVING drain diversion, WC crossing, cross bandhs etc.

Layng cement concrcte 1:3:6 (M10) with stone ballast or shingle using concrete mixer volumetric type.

RCC M 25 mechanically mixed using concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

RCC M 25 mechanically mixed using concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in super structure.

Shuttering for faces of concrete foundations and foundation beam & plinth beam

Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pillasters, buttersses etc when curved

Centring and shuttering for slab culverts upto 3 mtr. Span

Cold twisted deformed (ribbed / tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C works, where not included in the complete rate of R.C.C including bending, binding and placing in position complete.

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications.

Providing running and maintenance of pumping sets 8HP/ Generator set for dewatering arrangements complete in all respects.

Making bore and installation of pumping sets for dewatering arrangements complete in all respects.

Cement plaster 10 mm thick in 1:3 CSM.

DISMATELLING/REMOVING OF OLD STRUCTURES

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