Restoration of Road from Machanpora to Budden.

Preparation of subgrade by excavating earth to an average depth of 22.5 cm, dressing to camber and consolidation with 8–12 tonne road roller, including making good undulations and disposal of surplus earth up to 50 m.

Consolidation of subgrade with power road roller of 8–12 tonne capacity, including making good undulations with earth or quarry spoils and re-rolling the subgrade.

Earthwork in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc., not exceeding 1.5 m in width, including dressing sides, ramming bottoms, getting out and disposal of excavated earth within 1000 m lead.

Providing and laying dry stone soling / Nallah boulders hand-packed in layers, including all labour, cost and carriages complete.

Providing and laying cement concrete of specified grade excluding centering, shuttering, finishing and reinforcement; up to plinth level, nominal mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate), crushed 20 mm nominal size.

Construction of un-reinforced, dowel-jointed plain cement concrete pavement at expansion/construction joints, as per design over prepared sub-base, using 43-grade cement (or approved equivalent), coarse and fine aggregates conforming to IS:383, concrete mixer, weigh batching, approved mix design, fixed side formwork, 125-micron polythene film, spreading, compacting with vibrators, screeding, finishing, joints, curing for 14 days and water finishing, complete as per drawing and Technical Specification Clause 1501.

Centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness), including attached pilasters, buttresses, plinth and string courses etc. (description continues at bottom of photograph). Foundations, footings, bases of columns etc. for mass concrete.

Providing and laying cement concrete of specified grade excluding centering, shuttering, finishing and reinforcement; up to plinth level, nominal mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate), crushed 20 mm nominal size.

Earthwork in bulk excavation by mechanical means (hydraulic excavator) over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan, including disposal of excavated earth up to all leads, as directed by Engineer-in-Charge; all kinds of soil.

Granular sub-base course with RBM or Khak Bajri as local material by mix-in-place method; spreading in uniform layers with motor grader, mixing, moisture conditioning and compaction with smooth-wheel roller to required density as per Technical Specification Clause 408, including carriage, stacking and O&M (description as visible).