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Sl. No.
Item Description
1
Earthworkinexcavationinfoundation, trenchesetc.includingdressingofsides and ramming of bottoms, including getting outtheexcavatedmaterial,refillingafter layingpipe/foundationanddisposalof surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, belownatural ground / Road top level.
2
Carriageofmaterialsbymanuallabourincludingloading,unloadingandstacking for lead less than 0.5 Km
3
Random rubble dry stone Kharanja (soling)under floor.
4
Providing and laying lean cement concrete 1:4:8inSub-baseoverapreparedsub- grade with coarse and fine aggregate conformingtoIS: 383,the sizeof coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction,concretestrengthnottobe lessthan10Mpaat7days,mixedin concretemixer,laidmanually,compacted withsurfacevibrator,finishingandcuring complete as per clause 601, 112 of MoRT&H specification including all material,labour,machinery,lighting,guarding and maintenance of diversion.
5
Providingandlayinginpositionspecified grade of reinforced cement concrete excludingthecostofcentring,shuttering, finishing and reinforcement - All work uptoplinth level :
6
Reinforcement for R.C.C. work at all levels includingstraightening, cutting,bending, placing in position and binding all complete.
7
Centringandshutteringwithplywoodor steel sheet upto two stories ( each story of heightupto3.5metrefromfloorlevel) including strutting, propping etc. andremoval of form for :
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