Construction work for roads and drains in Ward No. 2, Pansariyan from Abbas house to Haji house, from Saleem to Zafar, and on Barkhandi Road from Vicky to Narendra Sharma house.

Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).

Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet).

Deduct the cost of old bricks

Ded the cost of old bricks/batts

Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etc all complete as per the direction of engineer in charge.

Cartage of Ballast, Kankar, Coal, Grit or Sand 1 etc. including loading and unloading but excluding stackings on pucca roads. Upto 8 Km.

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc, required for proper completion of the work.

Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing. rolling with 3 wheeled steel vibratory roller in stages to proper grade and carnber, applying and hrooming requisite type of screening binding Materials to fill up the interstices of course aggregate, watering and compacting to the required density

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.5:3 in ce pavement (theckness as per design cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture/Plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel) channel laying and fixing o\f 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator sand finished in. continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plants etc. required for proper completion of work and also including complete shifting of Recron 38 fibre reinforcement material etel & concrete etc.