Construction of a cement concrete CC road from Golden Engineering Workshop to Subhash Steel in Ward No. 40 Subhash Nagar.

Dismantling of C.C. interlocking tiles including stacking of old bricks.

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

(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 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 upto a distance of 30 M. from the foundation trenches. (where machine can not move)

Disposal of waste malba from site upto 5.0 km i/c all comp of work

Concrete with 4 cm gauge brick ballast fine sand and cement in proportion are 1:6:12 in foundation and under floors, including supply of all materials, labour. T&P etc. required for proper completion the work

Cement Concrete with 4cm gauge approved stone grit, 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.

M-150 Brick work in 1:4 one cement and four course sand, mortar in foundation in plinth including supply of all material labour, T&P etc. required for proper completion of the work.

12 mm thick plaster with cement and approved c sand mortar in 1:4 over brick work minium thickness not to be less than 1 Cm including supply of all material labour Tool & Plants etc. required for proper completion of the work.

Cement Concrete with 2 cm gauge approved graded stoneee grit, coarse sand and cement in the proportion of 4:2:1, including supply of all materials, labour, tools & plants etc required for proper completion of the work As per direction of E/I.

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.50:3 in cc 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 of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concretewith shovels, rakes, compacted using needle, screed and plate vibrators and 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 etcl & concrete etc.