MPLADS(Sri.Paka Venkata Satyanarayana,Hon'ble MP(RS))

Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.2) , 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 / vibratory rooler of 80-100 kN to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, royalties, all taxes etc complete as per direction of Engineer in charge

Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement for mix of VCC (1:2:4) equivalent to M20 mix, coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and using approved mix design, laid in approved fixed side form work (steel channel) , wedges, steel plates including levelling the form work as per drawing, spreading the concrete with shovels, rakes, compacted using plate vibrators and finished in continuous operation including provision of contraction joints using Mastic pad, admixtures as approved, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 (without dowel bars) Excluding cost of materials

Fixing of Channels levelling the concrete with Beam vibrator vacume dewatering power trowelling to finish as per the direction of Engineering Incharge rate inclusive of labour charges all complete for finished item of work.

Carrying Out groove cutting 75mm deep with petrol driven saw, rate including of all labour charges , machinery charges all complete for finished item of work

Providing Selected earth filling including well watering and ramming consolidation etc.,