Construction work of 6.00m 7.50m 9.00m and 12.00m wide sectorial internal roads under first phase (non-bituminous work) at Sector-3A 3B 3C 3D 4A 4B and 5C Saumitr Vihar Yojna Lucknow

Dag belling 15 cm (6") deep in one line aligned, with flags and jhandis as directed by Engineer in incharge. Dag belling shall be two each for each painted surfaces/tile path. Therefore total number is 1+1=2

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 requirements of lines, grades and oross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H section-401.

Providing, Laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the density.

Edging with straight over burnt bricks laid dry lengthwise including excavation, refilling, consolidation with a hand packing and spreading nearly surplus earthwithin a lead of 50m. (SI No-11.15, Morth&H)

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