Estimate for Boulder Lining, Revetment and Protection Works of Ferozepur feeder Canal (RD 500-1000ft)

Jungle clearance on running canals and branches, and drains with discharge more than 9 Cum/s. Heavy type

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. (X-Bundh, Silt and Debries Clearance)

Filling empty cement Bags with good earth & laying in position in water conditions including supply & carriage of E.C. Bags & good earth and cost of material such as string, etc complete in all respect as per drawing, design, specifications and as per instructions of Engineer in charge. (For X- Bundh )

Filling empty cement Bags with good earth & laying in position in Dry conditions including supply & carriage of E.C. Bags & good earth and cost of material such as string, etc complete in all respect as per drawing, design, specifications and as per instructions of Engineer in charge. (For X- Bundh)

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven)

Dismantling brick work tile, masonry or tile lining

Extra for laying earth as per specifications for compaction in 200 mm layers & compacted to about 150 mm, watering, rolling and compaction complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Dressing and preparation of sub grade (in earthwork) for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. For Bed

Squared rubble masonry coursed (coursed rubble) in foundations and plinth in Cement mortar 1:4 for ribs

Dressing and preparation of sub grade (in earthwork) for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. For Side Slope

Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm mesh i/c supply and carriage of MS Annealed wire with all leads and lifts including loading, unloading etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Filling Stones or spalls into crates and Hand Packing including cost of Boulder stone (Weight 18-40 Kg. and with weight upto 18Kg. Not exceeding 10% of total quantity of Boulder Stone) Carriage of Boulder stone from quarry site of work with all leads and lifts including loading, unloading etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Supply and laying first layer of graded filter with coarse sand, F.M. 1.5 or above against sub grade with all leads and lifts including loading, unloading and carriage of coarse sand from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. (Side Slopes)

Supply and laying of filter material with graded gravel 5 to 20 mm including loading, unloading and carriage of material from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge.

Filling Stones or spalls into crates and Hand Packing including cost of Boulder stone with weight upto 18Kg. Not exceeding 10% of total quantity of Boulder Stone) Carriage of Boulder stone from quarry site of work with all leads and lifts including loading, unloading etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Filling Stones or spalls into crates and Hand Packing including cost of Boulder stone (Weight 18-40 Kg. Not exceeding 10% of total quantity of Boulder Stone) Carriage of Boulder stone from quarry site of work with all leads and lifts including loading, unloading etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. (Stone Pitching )

Cement pointing flush 1:2 flush on stone walls

Providing and fixing distance marks complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge.

Dressing of earth work (i) New work or remodeling work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge.

Dressing of dowels along water carrying channel in addition to payment for dressed earth work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge.

Providing sheet piling complete as per Drawing and Technical Specifications

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.

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

Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) 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 placing in position complete

Laying cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40 mm. nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Cement concrete M-20 mechanically batch mixed using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)

Making dewatering arrangements inclusive of running, operation and maintenance of equipment to provide dry condition at working place for lining, longitudinal /transverse drain etc & provision of digging & filling of drains for disposal of water as per the instructions of the Engineer incharge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjacent ground to be carried away by flowing water and to prevent clogging of the system.