Construction of C.C. road and Drain work in Campus, Cane society ltd.-Chandpur (Bijnor).

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.

Earth work in ordinary soil on shoulders with approved material up to 100 meter lead , laying in 15 cm thick compacted layers, breaking clods, dressing to required lines, curves , grade & section, watering and compaction to meet requirements as per MORD Specification .

Cement oncrete with 4cm gauge approved stone ballast coarse sand and cement in proportion of 1:4:8 including supply of all materials, labour and T&P etc. required for proper completion of work.

Providing & laying granular sub-base by well graded material grade-I, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacted with smooth wheel roller to achieve the desired density,complete as per Technical Soecification clause 401 of MORD [Sr No 4.1]

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

M-150 Class brick work is 1:4 cement and coarse sand of 2.20 fineness modulous mortar including supply of materials labour T&P required for all complection of work.

Cement oncrete with 2cm gauge approved stone grit coarse sand and cement in proportion of 1:2:4 including supply of all materials, labour and T&P etc. required for proper completion of work.

12 mm thick Cement plaster (1:4) in Cement & coarse sand mortar.