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Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-incharge within a distance of 60 metre (200 feet).

Dismantling of old brick laid on edge kharanja/Tiles including stacking of old bricks .

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (A) Bituminous Courses

Exavation in foundation in soil mixed with mooram,shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. including lift upto 1.50m and lead upto 30m and including filling watering and ramming of exavated earth into the trenches or into the sides of foundation trenches or iinto the plinth and removal and disposal of surplus earth as directed engineer in charge

Earth work in filling with ordanry soil including lead up to 30 mtr and lift up to 1.5 mtr, including extra cartage up to 8.00 km

Supply,Laying and Consolidation of 22.40-53 mm gauge stone Ballast

Laying of Interlocking Tiles of 60 to 80 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge.

Supply and Laying of Rubber moulded C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25

Providing and Laying of Gras Paver Block/Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. paver block of M-40 grade with approved color design and pattern.

Construction of un-reinforced, dowl jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and construction joints, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical Specification Clause 1501