Rehabilitation of Kandi Canal Stage-I from RD 20748 to 21796 mtr.

Amount

Dismantling cement concrete plain 1:3:6 mix including loading & unloading, carriage and disposal of dismantled material with all leads & lifts. Complete in all respect

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

Dismantling stone masonary/ Rubble masonary including stacking of serviceable material and disposal of unserviceable materials. (item 8.1 b).

Excavation of soil using hydraulic Excavator and tippers I/C cutting and loading in tippers and transporting to the embankments location with all lifts and leads. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.(i) (Avg. lead 3.56 km)

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, design, specifications & the instructions of the Engineer incharge..

Dressing of earth work for new work or remodeling work. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge.

Dressing of Dowels in Addition to payment for dressed earth work. complete in all respect, as per drawings, design, specifications & the instructions of the 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, design, specifications & the instructions of the Engineer incharge.

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Extra for rolling to specifications. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

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.

Dressing bed and preparation of sub grade for lining. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Dressing side slopes and preparation of sub grade for lining. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

Supply and laying of HDPE Geo membrane textured type for Side slopes 750 Micron thickness as approved by Engineer in charge, pasting on both faces, including laying in position, anchorage, carriage to site, jointing/welding etc. complete in all respect, as per drawings, design, specifications and instructions of the Engineer in charge .

Supply and laying of HDPE Geo membrane for Bed 750 Micron thickness plain type as approved by Engineer in charge, pasting on both faces, including laying in position, anchorage, carriage to site, jointing/welding etc. complete in all respect, as per drawings, design, specifications and instructions of the Engineer in charge ..

Supplying of Geotextile 200 GSM as per Specifications including carriage to site, laying in position, anchorage of geotextile. complete in all respects as per drawings, design, specifications and the instructions of the Engineer in charge.

Filling expansion joints with special impervious hot pour 12.5mm wide. complete in all respects as per drawings, design, specifications and the instructions of the Engineer in charge.

Extra bitumen painting at 0.69 Kg per Sqm. complete in all respects as per drawings, design, specifications and the instructions of the Engineer in charge.

Supply of PVC water stop 150 x 10 mm for use in construction joints, complete in all respects as per drawings, design, specifications and the instructions of the 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, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge.

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 1Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) complete in all respect, as per drawings, design, specifications & the instructions of the 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

Excavating conglomerate for drains and bed sleepers under the lining. Complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge.

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

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

Dag-belling for single Kassi stroke minimum 7.5cm depth. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.

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, design, specifications & the instructions of the Engineer in charge.

Jungle clearance on running canal with discharge more than 9 Cum/s. Medium type. Complete in all respect.

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

Providing, laying and fixing of pipe outlet on non-inspection bank including dismantling of old outlets. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge.

Any other item

Star construction company

AMANDEEP SINGH CONTRACTOR

ANMOL CONSTRUCTION COMPANY