Renovation and Modernization of Khanuwali minor RD 0-13.000, Kishanpura disty RD 0-54.000, Khanuwali disty RD 0-79.345, Malkewala sub minor from RD 0.00 to 7.800, Phulsar Minor RD 0-35.206, Anandgarh minor RD 0-7.310 (package66)

Amount

Up rooting of Juliflora/Sarkanda Pahari kikkar or arrows upto 0.50m depth below ground level.

Dismantling upto 1.50M in foundation and/or 1.50M above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. Dismantling brick/tile work.In cement mortar

Dismantling single tile lining including disposal of material with in 0.5 km lead

Dismantling of double tile lining including disposal of material with in 0.5 km lead

Earth work excavation in ordinary soil for Main Canal and Branches having discharge 10 Cumecs and above ; Earth work undressed combined lead up to 50M.

Earth work excavation in ordinary soil for distributarie and minors having discharge less than 10 cumecs. Kassi work undressed.

Extra on earth work for laying in 15 to 25cm layers including dressing & watering as per specifications (water to be made available by the department at one place of work site)

Ramming of earth work in layers by wooden or iron rammer as per specifications to attain a density 90% of maximum dry density.

Dressing of Earthwork.

Dressing of bed for preparation of sub grade for lining including removal of irregularities up to 7.50cm depth.

Dressing of side slopes for preparation of sub grade for lining including removal of irregularities up to 7.50cm depth.

Single PCC block lining of channel consisting of (i) 12 mm thick plaster in CM (1:6) on sub grade (ii) 16 mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above (iii) 50 mm thick PCC blocks (30x15x5cm) in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section.

On Side Slopes

In Bed

Pumping charges from source provided by the Dept. for supply of water to lining heading.

Curing of lining for 28 days.

Extra charges for water spray on subgrade of canal in bed and side slope before laying plain concrete / brick / tile lining.

Extra for scaffolding & template allowance on tile, brick and concrete lining for side slopes & curved portions.

Earthwork in foundations trenches lift upto 1.5m stacking the excavated soil clear from the edge of excavation and them returning the excavated soil in 15cm layers when required into sides of foundatiojns etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m.(For Dowel Earthwork) In ordinary soil like sandy loam, soft clay etc.

Providing and Laying C.C, in position canal dowel including curing compaction & cost of centering, shuttering in CC 1:3:6 (1 Cement : 3 Coarse aggregate : 6 graded stone aggregate 40mm nominal size)

Providing and Laying C.C, in position canal dowel including curing compaction & cost of centering, shuttering in CC 1:3:6 (1 Cement : 3 Coarse aggregate : 6 graded stone aggregate 20 mm nominal size)

Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design. GUIDE STONE (for RD Stone)( size 20 x15x120 cm)

Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. SIGN Board

Recovery of bricks/tiles bats

Construction of pucca bench mark muttom of size 30x30x75cm in cement concrete (1:3:6) with 750mm long size 25x25x4mm MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lifts complete at every 500 feet interval.

Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications.

Add Extra for Carraige of Earth (over earthwork excavation ) additional lead upto 1 Km. (Kachcha)

Silt clearance/removal of blown sand/berm unloading undressed with combined lead up to 50M for lined canal section for FSD upto 1.0M . Assuming average 3' width and 2.5' height as triangular section.

Dressing of dowel in addition to payment for dressed earth work if top width of dowel is less than 1.0m

Shiv Bhandar Construction Company