Constructing 2 Nos. Inlets at RD 39720 (38437)/L and 44640 (43650)/L of Phidda Outfall Drain

Excavation in soil (Any Type) using Hydraulic Excavator CK 90 Excavation with Hydraulic Excavator of 0.90 Cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross- sections, including all lifts and combined lead up to 60 m. (Item 6.21).

Earthwork in Excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 a lead of 30 meters.

Rehandling of recently deposited earth with avg. lead 15.0 meter.

Laying Cement Concrete 1:4:8 with stone ballast of size 40 mm gauge using concrete mixer in foundations complete in all respects.

Laying Cement Concrete 1:2:4 with stone ballast or shingle using concrete mixer in foundations complete in all respects.

Supply of NP-2 RCC Hume Pipes dia 600 mm.

Laying 600 mm reinforced cement concrete pipe for outlets and culverts including jointing ends and fixing collar with cement mortar 1:2 complete in all respects.

Laying First Class Burnt Brick Work laid in Cement Sand Mortar 1:3 in foundations & plinth up to 1.5 mt. height complete in all respects.

Laying First Class Burnt Brick Work laid in Cement Sand Mortar 1:3 up to 4.0 mt. height above plinth level complete in all respects.

Laying 12.5 mm thick cement plaster 1:4 Cement Sand Mortar complete in all respects.

Providing M.S. Steel Flapper size 650 mm.

Earthwork Excavation undressed for filling with an avg. lead 1.5 Km. Pucca with First 1.0 Km. Katcha.

Extra for Compensation of earth taken from private land.

Any Other Items.

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