Rehabilitation of Ibbon Minor by concrete lining from RD 72000-78400.

Excavation of soil using hydraulic excavator and hydraulic tractor trolly with disposal i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and leads complete in all respects excluding royalty.

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9 cum/s including boundary road.

Dressing of earth work New work or remodeling work.

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

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.

Dressing side slopes and preparation of sub grade for lining.

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

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)

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

Filling expansion joints with special impervious hot pour

Extra Bitumin painting at 0.69 KG/Sqm.

Filling Contraction joints with special impervious hot pour

Providing and laying 200 mm wide LDPE film 150 micron over sleepers.

Dag Belling Single kassi stroke complete in all respect.

Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 160mm o/d pipe of 6 Kgf. / sqcm

Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement (C.S.R.2020 item 10.13 (a) i & M42 b )

First Class Burnt Brick laid in cement sand mortar 1:6 in foundation and plinth

10 mm thick Cement Plaster 1:4 on Side Walls

10 mm thick Cement Plaster 1:4 on floors

Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by manual means using concrete mixer volumetric type.

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63-2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil In Ordinary soil B Mechanical Means (a) Depth upto 3 mtr.

Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing, Watering And Including Cost of Rolling.

Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works,where not including in the complete rate of RCC including bending and binding placing in position complete.

Any Other Item