REHABILITATION OF 11 NOS. DISTRIBUTARIES MINORS OF KANDI CANAL STAGE 1 HOSHIARPUR MIRPUR MINOR

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 fromcanal or road plantation 40mm to 50mm dia and 15cm to 23 cm long.

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

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

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9cum 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 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

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

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((a)) 0 to 1.5 m 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 (Total lead 4 Km ) ((a)) Disposal/carraige from 0 upto 450m

((b)) Disposal/ carraige additional beyond 450m upto 1Km

((c)) Disposal/carraige for every additional Km upto 10Km

Disposal/carraige for every additional Km upto 4Km

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 intransit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Coping+sleeper+Lining)

Extra for laying earth/fly ash as per specifications in 20cm. 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

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

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, 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 outlet (Pattrolling side) Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Providing, Laying and fixing of outlet (Non Pattrolling side)Complete in all respect as per drawings, designs,specifications and instructions of Engineer- in-charge.

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.

ANY OTHER ITEM

M/s Khara Contractors