REHABILITATION OF 11 NOS. DISTRIBUTARIES MINORS OF KANDI CANAL STAGE 1 HOSHIARPUR DASUYA DISTRIBUTARY FROM RD 6600 TO 10140 MTR

Amount

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :- (26.24(a)) Discharge upto 1.5 cum/s

Supply of wooden pegs for levelling work from canal or road plantation 40 mm to 50mm dia and 15cm to 23 cm long.

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.

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

Dag-belling:- ((a)) Single Kassi stroke minimum 7.5 cm depth.

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 ((a)) Disposal/carraige from 0 upto 450m

Disposal/ carraige additional beyond 450m upto 1Km

Disposal/carraige for every additional Km upto 1 to 8.32 Km

Dressing bed and preparation of sub grade for lining.

Dressing side slopes and preparation of sub grade for lining.

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

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

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

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)

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.

Extra bitumen painting at 0.69 Kg. per sqm

Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Filling contaction joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Providing, laying and fixing of Boundary Pillar including transportation. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge.

Providing, laying and fixing of Distance Marks including transportation. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge.

Providing, fixing and laying of outlets of Non patrolling type

Providing, fixing and laying of outlets of patrolling type

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

ANY OTHER ITEM

M/S DARSHAN SINGH CONTRACTOR