Work involving the repair of damaged internal drains at the new flower and fruit vegetable market and installation of interlocking tiles in vacant areas of the market premises and construction of a CC road alongside the toilets laying of a drinking

Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 M lifts and 30 M lead, including its loading, unloading, carriage and all labour and T&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge. SOR 253 a

'Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Laying I shaped interlocking tiles rubber moulded 100 mm thick pre cast cement concrete with compressive strength not be less than 30mpa (m-30) and weight 5kg per no. specificaitions conforming to IS including levelling and dressing of suface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc compete But excluding cost of tile as directed by Engineer in c

Fist class brick wor in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. Chap B3

Cement concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc. required for proper completion fo the work. SI No. 279A

Supply and laying 110 mmPVC pipe 6kg sqcm pressure kisan supreme quality or equivilent chap B5

Concrete with 4 cm gauge stone ballast, coarse sand and cement, in proportion of 12:6:1 in foundation and under floors, including supply of all materials, labour, tools & plants etc. required for proper completion of the work SI 273a

Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 3:1.5:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work.

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) SI No. 694