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

Amount

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.(a)For Discharge upto 1.5 cum/s

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.

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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge (a) Disposal/carraige from 0 upto 450m.

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

(d)Disposal/carraige for every additional Km upto 4.22 km

Compaction.with laying in Complete in 20 cm. Layers, watering and rolling 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.

Dressing of earth work for New work or remodeling work. Complete in all respect as perdrawings,designs, specifications and instructions of Engineer- in-charge.

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (a) For 0 to 1.5 mtr 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. Complete in all respect as per drawings, designs, specifications and instructions of Engineerin-charge.

Filling expansion joints with special impervious hot pour 12.5 mm wide complete in all respect as per drawing specifications and instructions of Engineerin-charge.

Filling contraction joints with special impervious hot pour 12.5 mm wide complete in all respect as per drawing specifications and instructions of Engineerin-charge.

Dag belling for single kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings , specifications and designs , specifications and instructions of engineer in charge

Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructionso f Engineer- in-charge.

Cement concrete lining 75 mm. 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). Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge,( For lining and coping)

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.

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

Cement concrete 1:2:4 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixture volumetric type

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

Cold twisted deformed (Ribbed/ Tor steel) bars (Fe 500 grade as per IS : 1786-2008) for RCC works where not including in the complete rate of RCC including bending and binding placing in position complete

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

Cement concrete 1:2:4 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixture volumetric type

Cold twisted deformed (Ribbed/ Tor steel) bars (Fe 500 grade as per IS : 1786-2008) for RCC works where not including in the complete rate of RCC including bending and binding placing in position complete

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.

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 1:4:8 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Dismantling brick work tile,masonry or tile lining in cement. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

ANY OTHER ITEM

BRIJ LAL GOVT CONTRACTOR

Dinesh Kumar Garg Contractor