R and M of Shoepura Disty from RD 0-37.500, Nirwana Disty from RD 0-23.500, Rampura Mr. from RD 0-20.200 and Gamandia Disty, Baranwali Mr. from RD 0 to 18.850, Bishanpura Mr from RD 0 to 18.250 and Manewala Mr. from RD 0 to 22.180

Amount

Earth work excavation in ordinary soil for Disty and Minors having discharge less than 10 cumecs ; Earth work undressed with combined lead upto 50 mtr.

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

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

Add Extra for Carraige of Earth (over earthwork excavation ) additional lead upto 1/2 Km.

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

Jungle clearance, ordinary including cutting bushes, shrubs and plants etc. for original earth work.

Silt clearance/ removal of blown sand / berm unloading undressed with combined lead upto 50 m. For lined canal section. (a) For FSD upto 1 m.

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.

Dismantling of Double tile lining including disposal of material.

Dismantling upto 1.5m in foundation and/or 1.5m 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. [MoRTH Specification clause 202] Lime Concrete, cement concrete grade M-10 and below

Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

Dressing of dowels in addition to payment for dressed earth work if top width of dowel is less than 1 mtr.

Recovery of Cost of Demolishing Bricks/Tiles/Bats (Dowel) as per Item No.6 (50 % of the Qty of Demolishing of Dowel Only)

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 (30x15x15cm) in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section.

In Bed

On Side Slopes

Curing of lining for 28 days.. [Ref: Water Resources Dept. (North) BSR, Chapter: 7 Item 6)

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

Providing & Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size)

Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads and lifts complete

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