ESTIMATE OF SYPHON AT RD 87584/R of PHUL DISTY

(6.3) Dressing of earth work ((i)) New work or remodeling work. Unit

(6.6) 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.

(19.1) Dressing bed and preparation of sub grade for lining.

(19.2) Dressing side slopes and preparation of sub grade for lining.

(19.12) Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

(19) Filling contraction /construction joint joints with sealing compound complete in all respect

(19.4) Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)-sleeper

(19.19) Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((a)) 0 to 1.5 m depth

(19.19) Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-((b)) depth exceeding 1.5 ms but upto 3.0 ms.

(10.11) Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge(ii) mixing by mechanical means using concrete mixer volumetric type