Improvement of footpath from shop of Raju to house of Rohit in ward-04 zone-04.

Earth Work-earth work 2.1 (2.1,1) work in surface excavation not exceeding 30 cm in depth but ceeding 1.5 m In width as well as 10 sqm on plan including getting out d disposal of excavated earth upto SO m and lift upto 1.5 m, as directed Engineer-in- Charge: 2.1.1 All kinds of soil.o 0.30 M-

Concrete/R.C.C. Work-4.1.8 Providing and laying In position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm (nominal size)

Kota stone slab flooring over 20 mm (average) thick base laid over 25 mm thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, Including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement: 4 coarse sand)

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1cement : 3 coarser sand) including making joints with or without grooves (thickness of joints except ar sharp curve shall not to more than 5mm) including making drainage, opening wherever required complete etc. as per direction of Engg-in-charge (Length of finished kerb shall be measured for payment)

Cortage of Earth or Malvaup to 3 KM including all completion of work Cortage of Earth or Malvaup to 3 KM including all completion of work-

Dismentalllng of B.O.E soling/Inter locking tiles Including Stacking of servicable direction of EI/C (Labour only)material and disposal Dismentalllng of B.O.E soling/Inter locking tiles Including Stacking of servicable direction of EI/C (Labour only)material and disposal of unservicable material within a lead of 50m

Materials-I shaped precast Interlocking Tiles Rubber Moulded ( compressive strength not less then 30MPA) at site I shaped precast Interlocking Tiles Rubber Moulded ( compressive strength not less then 30MPA) at site

Add 18 % G.S.T.