Construction of R.C.C. Nala Work At Both Side, Relince Petrol pump toDandotiya Marketvia sarkar Gardan. Ward No.18, Zone 08, file No. 121/26X3/6.

Excavation for pipe laying (exceeding 30 cm in depth) including disposal of excavated earth with all lift and lead up to 50 m, disposed earth to be levelled and neatly dressed. All kinds of soils 2x1000x1x1.1 - 2200

Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin /plate /screed vibrators including form work by strong steel girders fixed by spikes. 2x1000x1x0.10-200, For NP2 Pipe 1x150x0.50x0.10 - 7.5 total = 207.5

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications RCC Grade M20. For Nallah 2x1000x0.80x0.10 - 160, For Nallah 4x1000x0.15x0.90 - 540, For Slab - 2x800x0.80x0.15 - 192, For Precast - 2x200x0.80x0.15 - 48, For NP2 Pipe - 1x150x0.50x0.10 - 7.5 Total = 947.5

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per Sections 1600 of the specifications. FE 500 0.50x940x7850/100 = 36895 kg = 36.90MT

Providing and laying non-pressure NP2 class (light duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand). Size 300 mm dia. meter