REHABILITATION OF 11 NOS. DISTRIBUTARIES MINORS OF KANDI CANAL STAGE 1 HOSHIARPUR DASUYA DISTRIBUTARY FROM RD 3000 TO 6600 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(kacha)

Disposal/ carraige additional beyond 450m upto 1Km (100 m kacha & 450m pucca)

Disposal/carraige from 1 km to 4.75 km (1 - 2.95 km pucca & 2.95 - 4.75 km Katcha)

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 Construction 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

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

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 (sleepers)

Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type (For outlets)

Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type (Distance Mark)

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. (Boundary Pillar)

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. (Distance mark)

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.

Earth work for dismantling or construction of new pipe or barrel type outlets (including excavation, refilling, consolidation and dressing) ((i)) Channel discharge upto 1.5 cums per second.

Dismantling outlets including removal of dismantled material involving lead upto 100 metres. ((a) ) Pipe or barrel type outlets ((i)) Channel discharge upto 1.5 cum/s

Providing, Stringing out, cutting, Jointing and testing of ISI Marked C.I. Pipes Class-LA per IS:1536 and laying the same in trenches to correct alignment and gradients,jointed with rubber tyton joints fitted complete including all cartage. ((c)) 150mm i/d pipe lines laid complete

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 (Boundary Pillars)

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 (Distance Marks)

ANY OTHER ITEM

BRIJ LAL GOVT CONTRACTOR