Estimate for relining of Ferozepur Feeder from RD 75500 to 78000

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

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 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 upto 30m.

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 and Cutting)

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. (Silt clearance and debris of channels)

Dismantling existing tile lining on side slopes and bed including loading, unloading, carriage and disposal of dismantled materials with all leads and lifts.

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. (i) For Bed

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. (ii) For Side Slope

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.

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. (Bed and Side Slopes)

Supply of 200 GSM geotextile as per specification including carriage to site, laying in position in drains on sub grade, anchorage of geotextile, complete in all respect as per drawing, design, specifications, and the instructions of the Engineer incharge.

Providing and laying in position design mix Porous Cement concrete lining 75mm thick with mechanical Paver or by other means(wherever laying of concrete with paver is not possible) for irrigation channels, using cement concrete M-10 grade using minimum cement content as specified in IS 456: 2000, manufactured in fully automatic computerized Batching & Mixing Plant and transported to the site in transit mixers having continuous agitated mixer, manufactured as per mix design of specified grade for porous cement concrete lining 75 mm thick including cost of admixtures in recommended proportions as per IS-9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves and inserting PVC water stop seals ( excluding cost of PVC seals) supply and application of primer for joints, supply, carriage, all leads and lifts, loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. (i) Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0 mtr.

Providing and laying in position design mix Porous Cement concrete lining 75mm thick with mechanical Paver or by other means(wherever laying of concrete with paver is not possible) for irrigation channels, using cement concrete M-10 grade using minimum cement content as specified in IS 456: 2000, manufactured in fully automatic computerized Batching & Mixing Plant and transported to the site in transit mixers having continuous agitated mixer, manufactured as per mix design of specified grade for porous cement concrete lining 75 mm thick including cost of admixtures in recommended proportions as per IS-9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves and inserting PVC water stop seals ( excluding cost of PVC seals) supply and application of primer for joints, supply, carriage, all leads and lifts, loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. (ii) Computerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 2 m but upto 3.5 m.

Providing and laying in position design mix Porous Cement concrete lining 75mm thick with mechanical Paver or by other means(wherever laying of concrete with paver is not possible) for irrigation channels, using cement concrete M-10 grade using minimum cement content as specified in IS 456: 2000, manufactured in fully automatic computerized Batching & Mixing Plant and transported to the site in transit mixers having continuous agitated mixer, manufactured as per mix design of specified grade for porous cement concrete lining 75 mm thick including cost of admixtures in recommended proportions as per IS-9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves and inserting PVC water stop seals ( excluding cost of PVC seals) supply and application of primer for joints, supply, carriage, all leads and lifts, loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.(iii) Computerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 3.5 m but upto 5.5 m.

Cement concrete 1:2:4 mixing by computerised batching mixing plant including carriage by transit mixer within 1 km lead with all leads and lifts including loading, unloading etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.