R and M of Sardarpura Disty from RD 0 - 52.950, Bilochia Disty RD 0-69, Bilochia Minor RD 0-38.5, Nizampura Disty RD 0-23.875, Pirthisar Disty RD 0-83.50, Lalpura Minor RD 0-21.50, N.P. Link Minor RD 0-13.47, Anupgarh Disty RD 0-Tail other minors

Amount

Construction of Pucca bench mark mutton of size 30x30x75 cm in cement concrete (1:3:6) with maximum aggregate size of 40 mm with 75 cm long MS angle , size 25x25x5 mm embedded including curing transportation and fixing at site etc. complete with all leads & lifts. At every 500' interval

Jungle Clearance thick, including cutting bushes, shrubs and plants etc. for original Earthwork.

Dismantling up to 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 double tile lining including disposal of material within 1/2 km lead.

Dismantling single tile lining including disposal of material within 1/2 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 50 mtr.

Carriage of material (good earth) including loading unloading without stacking for lead 2Km katchcha.

Extra on earthwork for laying in 15 to 25 cms layers including Dressing & Watering as per specifications (Water to be made available by the department at one place of work site).

Ramming of Earthwork in layers by wooden or iron rammers as specification to attain a density of 90% of Maximum Dry Density

Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height above 0.75 m., kassi work including rehandling with dressing of earthwork. (with extra two initial leads)

Dressing of earthwork.

Dressing of bed for preparation of sub grade for lining including removal of irregularities up to 7.5 cm depth.

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

Earthwork excavation for lip cutting in ordinary soil for disty. & minor having vertical height above 0.75 m kassi work including rehandling with dressing of earthwork. ( with extra two initial leads ).

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

M15 Grade Single PCC (30x15x5 cms) Block Lining in bed of channel consisting of ;- (1) 12 mm thick plaster in CM (1:6) on subgrade. (2) 16 mm thick sandwich plaster in CM (1:3) over the plaster at item no (1) above. (3) 50 mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing up to completion of lining section.

M15 Grade Single PCC (30x15x5 cms) Block Lining in side slope of channel consisting of;- (1) 12 mm thick plaster in CM (1:6) on sub grade. (2) 16 mm thick sandwich plaster in CM (1:3) over the plaster at item no (1) above. (3) 50 mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing up to completion of lining section.

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

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

Curing of lining for 28 days.

Earth working foundation trenches lift up to 1.50mtr stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm layers when required into sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 mtr. (For Dowel E/W) In Ordinary soil like sandy loam, soft clay etc.

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

Laying in position cement concrete for Canal Dowel including curing compaction & cost of centering shuttering in grade M15, 1:2:4 (1 Cement : 4 Coarse sand : 4 graded stone aggregate 20mm nominal size)

Dressing of Dowel in addition to payment for dressed e/w if top width of dowel is less than 1.00 mtr

Supply of informatory reflective sign boards out of 2mm thick MS sheet, stove enamelled paint as per IRC-67 (Latest revision) fixed on angle iron of size 65X65X6mm of 3m long. 600X800mm with size of square of 400mm

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)

Recovery for brick/Tile bats (Deduction)