Item no. 1

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). S.I No. 697

E/W Cutting or in embankment for making road foemation with carted earth lead upto 8km.

Excavation in Foundation in ordinary soil completed all work as per SI No. 252

Cement Concrete with 2 cm gauge brick ballast, fine sand & cement proportion of 1:4:8 complete work as per S.i no. 281

C.C 1:2:4 with cement, C.sand and stone grit complete asper S.I. No. 279(a).

Construction of granular sub-base by providing …………... and compacting with smooth wheel roller …...complete as per Technical Specificationin clause 401 .

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 ontraction and construction joints, applying debonding strips, primer, sealant, 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

Providind and Fixing Sign board.

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