REHABILITATION OF 11 NOS. DISTRIBUTARIES/MINORS OF KANDI CANAL STAGE-1 HOSHIARPUR FROM RD 0 TO 59500 BALLAGAN MINOR RD 6200 M TO 7656 M

Amount

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road. (a)For 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.

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.

Filling Contraction 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)

Dressing bed and preparation of sub grade for lining.

Dressing side slopes and preparation of sub grade for lining.

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

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

((c)) Disposal/carraige for every additional Km upto 10Km(from 1km-7.11km)

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.

Distance Marks(as per attached sub estimate)

Boundary Pillar( As per attached sub estimate)

Earth work involved in dismantling of new pipe or barrel type Outlets (including excavation, refilling , consolidation and dressing ) For channel discharge upto 1.5 cums per second.

Dismantling outlets including removal of dismantled material involving lead upto 100 mtr. For pipe or barrel type outlets for channel discharge upto 1.5 cum/s.

Earth work involved in construction of new pipe or barrel type Outlets (including excavation, refilling , consolidation and dressing ) For channel discharge upto 1.5 cums per second

Laying iron pipes for outlets upto 150 mm Diameter

Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

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

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth

12.5 mm thick cement plaster 1:3

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.

ANY OTHER ITEM

the budhawar co op l and c society ltd

the sherpur co op l and c society ltd

Dinesh Kumar Garg Contractor