Providing Pipe culvert for PWD Channel crossing at agasthiyar street in ward no 17

Earth work excavation in all kinds of soils except hard rock requiring blasting, inclusive of shoring, strutting and baling out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated depositing the surplus earth within compound in places as shown by the deptl.officers, clearing and leveling the site with initial lead of 10M and lift of 2M etc.Comp.SI.No.62-rate for 10m3

Supplying and filling in foundation and basement with filling Quarry Dust in layers of 15cum thick well rammed and consolidated including watering complying with std. specification etc.

Cement concrete 1:4:8 (one cement four sand and eight aggregates) Using 40mm gauge hard broken granite jelly for foundation inc. consolidation and dewatering for foundation wherever necessary etc.complete.

Supplying and erecting shuttering with necessary supports for plain surface such as RCC boxing side slab, and similar,RCC Slab with all cross bracings etc., complete in all floors of any height (The retrieved materials should be taken back by the contractor). The payment for centering shall be given after the concrete is laid. (Vertical Portion Only) using steel plates10m2.

Plain Cement Concrete 1:1.5:3 (one cement, one and half fine aggregates and three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Filling gravel in layers in 25cm thick including cost of gravel stacking for premeasurement watering and consolidation by power roller rolling using 11.60 cum. Of gravel for 10m3 for finished work etc.,Complete.SI.No.75(b)

Providing and laying ,spreading and compacting 0.396 m3 of 45- 22.40mm & 0.528 m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to 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 achive the desired density complete as perclasue 406 of MORTH specifications.

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