REHABILITATION OF 11 NOS. DISTRIBUTARIES/MINORS OF KANDI CANAL STAGE 1 HOSHIARPUR DASUYA DISTRIBUTARY RD 0 TO 3000 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.Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

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

Dressing of earth work ((i)) New work or remodeling work. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Dressing bed and preparation of sub grade for lining.Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

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

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

((c)) Disposal/carraige for every additional Km upto4.45Km (total Lead=4.45km

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 12.5mm wide.Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

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

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 Lining, coping and sleeper)

Compaction Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. (a) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

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

(c)Extra for rolling to specifications.

Extra bitumen painting at 0.69 Kg. per sqm.Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

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

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 Contraction joint with special impervious.Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Provding, laying and fixing of boundary pillar including transportation. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.(a) Cement concrete 1:2:4 (a) With stone ballast or shingle (i) mixing by manual means

(b)Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Provding, laying and fixing of Distance mark including transportation. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.(a) Cement concrete 1:3:6 (a) With stone ballast or shingle (i) mixing by manual means

(b) Cement concrete 1:2:4 (a) With stone ballast or shingle (i) mixing by manual means

(c)Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Non petrolling side outlet. Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. (A) D.I. Pipe as per IS 8329 DI-K7 (( c)) 150mm i/d pipe lines laid complete

(b) Cement concrete 1:2:4 (a) With stone ballast or shingle (i) mixing by manual means

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

Petrolling side outlet. Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. (A) D.I. Pipe as per IS 8329 DI-K7 (( c)) 150mm i/d pipe lines laid complete

(b) Cement concrete 1:2:4 (a) With stone ballast or shingle (i) mixing by manual means

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

ANY OTHER ITEM (CSR)

M/s Khara Contractors