1. Improvement to Lakhewadi MDR 186 To MDR 121 Nir Nimgaon Palkhi Marg Road (VR 72) Km. 00/00 To 3/00 Tal. Indapur Dist.Pune

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 milimetre, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 milimetre in thickness.

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 metre and spreading for embankment or stacking as directed.

Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, 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 II Material.

Providing 50 milimetre thick semi grout bituminous treatment including supplying all materials , prepairing the exisisting road surface,applying tack coatat the rate of 0.735 kilogram per squaremetre and laying the required thickness of metal layer, heating and spraying bitumen of specified Grade at the rate of 2.75 kilogram per squaremetre , spreading chips and laying seal coat of specified Grade of bitumen of 1.25 kilogram per squaremetre and compacting , making the surface good etc. complete ( For only Patch Repair works/ For Road work).

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.

Providing and fixing in position TMT FE-500, 25 milimetre diameter dowel bars precoated with anticorrosive epoxy paint of required diameter 60 centimetre Long and at 30.00 centimetre center to center and wherever directed including handling, straightening, necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.

Supplying hard murum at the road site including conveying and stacking complete.

Spreading the hard murum for side width complete.

Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering complete.