Zone-1, Chhatta, Ward No. 50 (Sita Nagar) Construction of a drain and a road using interlocking tiles from W. Dubey house to Ashok Jain house.

Dismantling Tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm. (Chapter No.15 DSR Code-15.23.2 Page No.241)

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (Chapter No.15 DSR Code-15.25 Page No.241)

Cartage of Earth/Malva upto 8km distance etc all complete. (Chapter No.1 DSR Code-1.1.2 Page-83)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 Coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources etc all complete. (Chapter No.4 DSR Code-4.1.10 Page-103)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) (Chapter No.6 DSR Code-6.1.1 Page-127)

Cement plaster in Coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 Coarse sand) (Chapter No.13 DSR Code-13.4.1)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Chapter No.5 DSR Code-5.1.2 Pg-

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars. (Chapter No.5 DSR Code-5.22.1 Pg-118)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

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. 80mm thick, Strength should not less than M-30. (tiles I shape decided by Engineer-in-charge with ISI Mark) (Chater No. 20 Si.No.17E)