aima jatupur me talab ka nirman/saundaryeekaran kary (218)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirement of lines grades and cross section and transporting to the embankment location with a lift up to 1.5m and lead up to 1000m as per Technical Specification Clause 302.3

Earth work in Excavation in trenches for foundations, pipes, cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 30 m and dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the Engineer

Loosing laveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment Construction as per Technical specification Clause 301.4.1

Providing concrete for plain/reinforced concrete with (1:3:6) cement: C/sand : Stone aggregate in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203,In 1:4 Cement mortar

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.

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

S/Fixing of barbed wire including Lighting work on Boundarywall.

S/Fixing of 450 mm Hume Pipe Class NP-3

S/Fixing of Inaguration stone & Photo etc.