Lohamandi Zone, Room No. 90 Construction of a guard room and bathroom at Salasar Balaji Temple

Cleaning of site for workable position all complete. (NS)

Excavation in foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30 M form the foundation trenches. Including royalty. (SI No. 251)

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)

P/L GSB with graded stone ballast with stone grit size stone ballast with hand ramming watering including all material labor T&P etc.all complete (NS)

Supply & fixing of pre-cast M-30 cement concrete RUBBER MOLD INTERLOCKING TILES over 40mm thick local sand bed, with 3mm thick joints filled with local sand including leveling, tempering and sweeping etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. (N.S.) 80mm thick, Strength should not less than M-30 (NS)

Anti-Termite Treatment of the top surface if filled earth at the rate of 5 litres of emulsion per square metre of surface

R.C.C. work Providing and laying in position specified grade of reinforced cement concrete including the cost of centering, shuttering, finishing and excluding reinforcement. All work up to plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) (S.I. No. 5.1.2)

Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all material, labor T&P etc. required for proper completion of work. (S.No. 6.1.2)

Renforced cement concrete work in walls (any thickness), including attachedplasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struls etc. including cost of centering, shuttering, and excluding Reinforceement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) (S.I. No. 5.2.2) ii)

Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in Superstructure including supply of all material, labor T&P etc. required for proper completion of work. (S.No. 6.1.2)