WBPWRD/EE/BHDI/eNIT12/2627/01

Taking out existing Cement Concrete interlocking Paver block from Road/Footpath and relaying the same of any design/shape in required line, level, curvature, colour and pattern over and including 50 mm thick comp[acted bed of course sand, filling the joints with fine sand etc. including disposal of unservisable materials all complete as per direction of Engineer-in-Charge.

Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm. (Reference to MoRT&H's specification 406.

Supplying and Laying in the particular pattern of cement concrete block pavements of 100mm thick with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C.

SUB TOTAL

GST @ 18% over Sl. No. 1 to 12

Labour Welfare Cess @ 1% over Sl. No. 1 to 8