Lohamandi Zone, Ward No. 31 Repair work on the culvert on the main road at Sona Nagar.

Scrapping of the maxpalt bitumen road etc. all complete.

Earth work 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 50m distance as directed by the engineer-in-charge including royalty 9.00 cum. {Chapter No. 4, S.I. No. 253(a)}

Removle of for Nala/Nali in liquid mud or faul position with special T&P including lead 30 m and lift up to 3.00 m etc. all complete

Cartage of ballast, Kankar, Coat, Grit or sand etc. including loading and unloading but excluding stacking on pucca roads.up to 8 Km distance

Providing of bandha for diversion of nala etc. all complete. (NS)

Providing of 32HP diesel pump for dewatering of nala with pump, driver etc. all complete. (NS)

Providing and laying cement concrete in 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR SN-4.1.10)

R.C.C. work Providing and laying in position specified grade of R.C.C. Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement. All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) (Chapter 5 S.I. No. 5.1.4)

R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Stone Grit) in R.C.C. column. (SI No. 289)

R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in heavier beam, R.C.C. Wall and windows 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 (SI No. 286)