Sewer Line Shifting work New Sewer Line laying jointing at jareeb chowki

Provision for Barricading of wooden ballies of 100 mm dia for both sides of trench. Vertical post of 100 mm dia balli of 1 meter high above ground level and 80 cm inside the ground. Three layer of horizontal ballies at the distance of 30 cm center to center and also providing caution boards , night lamps stand, watch & ward of site for specials, T&P etc.complete.

Dismantling of bituminous road in alignment of work as manually / mechanical means including stacking of serviceable materials and disposal of unserviceable materials with in 50 meters lead as per direction of Engineer -in-charge

Excavation for following depth below ground level for laying of sewers manholes, gully pits, chambers, sumps etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenches (0 to 1.5 M B.G.L.)

Same as Item No. 3 but for 1.5 to 3.0 m B.G.L.

Same as Item No. 3 but for 3.0 to 4.5 m B.G.L.

Same as Item No. 3 but for 4.5 to 6.0 m B.G.L.

Disposal of surpulus earth, at 8 km distance from the 50 m lead distance of trench, such as volume of pipe and bedding.

Provide and fixing open timbering in trenches including strutting, shoring & Packing Cavities (wherever required) complete (Measurements to be taken of the face area timbered) both side of trenches will be taken as one side for the purpose of payment, area equal to length x depth of trenches and also included all material, T&P,Labour etc complete. - For 1.5 to 3.0 M B.G.L.

Same as item no.8 but for Close Timbering and depth upto 3.00 to 6.00 m B.G.L.

Cement Concrete in bedding in 20 cm thickness with 40 mm Gauge approved stone ballast, coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work