Tender for Rehabilitation of kandi canal RD 5105-5993 mtrs

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.

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 tippers I/C cutting and loading in tippers and transporting to the embankment locations with all lifts and lead upto 16 km. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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

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

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Extra for rolling to specifications. 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 per drawings,designs, specifications and instructions of Engineer- in-charge.

Dressing of dowels in addition to payment for dressed earth work. Complete in all respect as per drawings,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.

for 0 to 1.5 m depth.

depth exceeding 1.5 m but upto 3.0 m depth.

depth exceeding 3.0 m but upto 4.5 m depth.

Excavating conglomerate for drains and bed sleepers under the lining. 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.

Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings,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 instructions of Engineer- in-charge.

Cement concrete lining 10cm. thick or less with mechanical Paver 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

Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Computerized Batching & Mixing plant mixed concrete lining on slide slopes upto vertical height above 2.0m but upto 3.5 m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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

Cement concrete 1:2:4 with stone blast or shingle mixing by mechanical means using concrete mixer volumertic type. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge

Extra allowance for providing templates in curved portion of lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge

Extra allowance for formwork in concrete lining in bed. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge

Bending and fixing iron rungs on lined slopes as per IS code:3873-1993. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Dismantling brick work tile, masonry or tile lining in cement and disposal upto 8 km . Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Dismantling concrete cement concrete plain 1:2:4 mix and disposal upto 8 km. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Supplying and laying of HDPE geomembrane 750 Micron thickness plain type for bed as approved by engineer in charge pasting on both faces, including laying in posistion , anchorage, carriage to site, jointing/welding etc. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Supplying and laying of HDPE geomembrane 750 Micron thickness textured type for side slopes as approved by engineer in charge pasting on both faces, including laying in posistion , anchorage, carriage to site, jointing/welding etc. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Supplying of Geotextile 200 gsm geotextile as per specification including carriage to site , laying in position, anchorage of geotextile , complete in all respect as per drawings, design, specifications & the instructions of Engineer in charge

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.

Cement concrete 1:4:8(M 7.5) With stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Dismantling stone masonry/Rubble masonry including stacking of serviceable materials and disposal of unserviceable materials upto 8 km.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Supplying and laying of PVC water stop 150 x 10 mm for use in construction joints complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge

Any other item CSR

Swarn Kumar Co

Deepak Kumar Beetan