Estimate for Rehabilitation of Feeder No 1 from RD 14000 to 27801

Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth. (1 Km.) (Disposal)

Dressing of earth work. New work or remodeling work.

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 of dowels along water carrying channel in addition to payment for dressed earth work.

Dag-Belling. Single Kassi stroke minimum 7.5 cm depth.

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.

Dismantling stone masonry/Rubble masonry including stacking of serviceable materials and disposal of unserviceable materials. (In cement)

Dismantling brick work tile, masonry or tile lining. (In cement)

Dismantling concrete. (Cement concrete plain 1:3:6 mix)

Scraping. Cement plaster

Cement Concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type. (For Lean Concrete & Top of Boulder Masonary)

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.

Boulde Boulder masonry in cement mortar (1:6) in foundations and plinth.

Extra bitumen painting at 0.69 Kg. per Sqm.

Dressing bed and preparation of sub grade for lining.

Dressing side slopes and preparation of sub grade for lining.

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. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Filling expansion joints with special impervious hot pour 12.5 mm wide.

Bending and fixing iron rungs on lined slopes as per IS code:; 3873-1993

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

depth exceeding 1.5 ms but upto 3.0 mtr.

Cement concrete lining 10cm. thick or less with mechanical Paver 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 (Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.)

Computerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 2m but upto 3.5m.

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.Excluding royality (Leads upto 3 Km.)

Cement concrete lining 75 mm. 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). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge ( For Round Corner, Bed and coping)

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

Compaction. (Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.)

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Extra for rolling to specifications.

Ordinary Jungle clearance of both banks of running distributaries, minors and drains with discharge upto than 9 Cum/s. including boundary roads. (C) discharge exceeding 4.5 Cum/s

Supply and laying o f HDPE Geomembrane 750 micron thickness TEXTURED type for side slpoe as approved by Engineer incharge pasting on both faces including laying in postion, anchorage, carriage to site, jointing/welding etc. complete in all respects as per drawings, specifications and the instructions of the Engineer in charge. (For Heavy Filling Reach)

Supply and laying o f HDPE Geomembrane 750 micron thickness Plane type for Bed as approved by Engineer incharge pasting on both faces including laying in postion, anchorage, carriage to site, jointing/welding etc. complete in all respects as per drawings, specifications and the instructions of the Engineer in charge.

Supplying of Geo Textile 200 GSM as per specifications including laying in postion, anchorage, carriage to site of Geo Textile complete in all respects as per drawings, specifications and the instructions of the Engineer in charge.

Any other item

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