hariparvat zone kaksh sankhya-62, ganga enclave men maa bhagwati kirana store se shri tarachand ke makaan hote hue makaan nan0 18 tak naali marammat va si0si0 dwara sadk sudhar karya.

Scrapping of the maxpalt bitumen road etc. all complete.

E/W cutting in or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50 m distance as directed by the engineer-in-charge including royalty 9.00 cum. Including Cartage of earth up to 8 km lead.

Dismantling cement concrete or brick or granolithic floors including stacking of dismantled as directed by E/IC with in a distance of 60 meters (200 Feet).

Cartage of silt, sludge kankar and other disposable organic material etc. all complete with labor T&P including cartage of 8 km.

M-150 Brick work in 1:4 with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work.

12MM Thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not including 80mm in girth and finished even and smooth. No extra for missing any additive. 1 cement : 4 Coarse Sand.

Providing and laying cement concrete in 1:5:10 (1 Cement :5 Fine Sand :10 Stone Ballast 40 mm guages) and curing complete, including cost of form work in foundation and floors.

R.C.C. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:2:4 for slab work excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150.

Raising & re-fixing of manhole including all material labor T&P etc. all complete.

Supply & fixing of R.C.C. manhole frame and cover including all complete.