Concretization of the road on both sides connecting to the bridge over the stream near Dattanagar, and construction of a protection/retaining wall for rainwater, in Ward No. 7 in Barshi.

Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment or stacking as directed.

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete (Material obtained from Other sources).

Providing rubble filling of trap stones in foundation including filling voids with sand/grit and compaction etc. complete.

Construction of granular sub-base by Plant Mix Method by providing close graded Material,mixing in a mechanical mix plant at OMC,carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401.For Grading I Material.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 milimetre, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/ by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing and curing including preparation of sub-grade surface if required etc. complete.

Providing and laying in situ cement concrete M-30 with tremix treatment for 200 milimetre thickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4 milimetre wide and 20 milimetre deep, with necessary refilling with Refilling with Polysulfide Sealent (pouring Grade) conforming to BS:5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing polyethylene foam backer road of required diameter (excluding reinforcement) with course and fine agreegates using VSI quality artificial sand etc. complete.

Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

Providing rubble filling of trap stones in foundation including filling voids with sand/grit and compaction etc. complete.

Providing and laying in situ / ready mix M-10 cement concrete of trap metal in foundation including necessary centering, formwork, bailing out water, compacting,curing etc. complete, with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand).