Ward 25 Mo Sulhada me huzur miya ke Plot ke pas jal nikasi hetu puliya nirman karya

Excavation in soil mixed with gravel and boulder For structure as per drawing and techincal specification caluse 305.1 i/c SCH PWD no 256

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting as per Technical specification clause 401

R.C.C work with cement approved coarse sand and 2cm.(3/4’’) gauge approved stone ballast in proportion of 1:2:4 for slabs excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work binding wire cost being included in the item. as per si no. -284

Mild steel or iron in plain work such as reinforced concrete or reinforeced brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hoos as si no -504

Construction of un-reinforceed, dowel jointed at expansion and construction joint only, plain cement concrete payment, thickness as desing over a prepared sub base, with 43 grade, cement or any other type as per clause 1501.2.2 M30 (Grade) coarse and fine aggregates conforming to is 383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer or not less then 0.2cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side lorwork (Steel plates including leveling the formwork as per drawing) spreading the concrete with sholves rakes compacted using neddle screed and plate vibrators and finished in continuos opration including provision of contraction and expansion, construction joint applying deboning strips, premer sealment dwell bars, near approaches to bridge/colvert and construction joint admixtures as approved curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501

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