Lohamandi Zone, Room No. 26 Remaining RCC wall construction work for the damaged drain running from the akhada platform (near the mal platform) towards Mokshdwar.

Dismantling brick work or stone work in lime or Cement mortar and including stacking of material as directed by E/IC with in a distance of 60 meters (200 feet) but Mud Mortar (SI No. 692)

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

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. (SI No. 251)

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 of32HP diesel pump for dewatering of nala with pump, driver etc. all complete. (NS)

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

Providing and fixing of barricading of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3Q. 3 Nosof cross ballies, two supporting ballies of 3 meter ballies and 2 Nos perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component (material will be property of contractor after dismantling).

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)

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)