Lohamandi Zone, Room No. 54 Work involving the repair of the drain spanning the stretch from Ramved Sharma place to the Sayyad area, and covering it with an iron mesh.

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 of 8HP diesel pump for dewatering of nala with pump, driver etc. all complete. (NS)

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

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)}

Earth work in Filling in ordinary Soil (Loam, Clay 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)

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)

Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (10 mm to 12mm tor (TMT Bars).

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and but excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retarder for setting of concrete/improve workability without impairing strength and durability as per direction of engineer-in-charge. Note- cement concrete considered in this item is @ 330kg/cum. Excess or less cement used as per design mix is payable or recoverable separately up to plinth level. (New)