Pavers Block Road

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.

Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety. In ground floor, 6 : 3 : 1 proportion.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of GF) a) 25 mm to 30 mm shuttering without staging in foundation

Supplying & laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658 : 2006) manufactured from BIS licensee manugacturer, with spacer nib (Small protruding profiles on thevertical face of a paver block used as a device for keeping minimum joint gap in btween yhe paving blocks, as per CI. No 3.26 of IS: 15658) and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per as per CI. No 3.3 of IS 15658) as per Table 2 of IS:15658 with flexural strength/ breaking loud as per Annexture G of IS: 15658 on the prepared base course of specified C.B.P. as per table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with cushion of compacted beeding sand of 25-35 mm thick (grading of the beeding sand as per clause 6.5.1 of IRC SP-63) nad filling up the gaps between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per CI. No 8.7 of IRC SP-63 (2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 60mm thick (i) Grey

Earth work in excavation from borrow pits arranged by the Contractor and depositing in layers of 250mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead of 50m. and initial lift upto 1.5 m. making bundhs at top as directed dressing complete. (Borrow pit measurement) In ordinary soil. with Carried earth lead up to 1km.

ADD 18 % GST

ADD Cess @ 1.00 %

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