Sikrara gram bhabhauri Mein Mata Prasad Degree College Tak cc

Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre in depth and earthwork in embankment to be in 20cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.5 metre lift and 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m. distance as directed by the engineer in charge.S.I. No. 253

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. G-3 as per technical specification clause 405

Construction of unreinforced, plain cement Concreet Pavment, thikcness 15cm, overa prepared sub base, with43 grade cemment or any other typeas per M30 coarse and fine aggregates conforming to IS:383, the maximum size of coarse aggregates not exceeding 25mm, ixed in a concrete mixer of not less than 0..2cum capacity and appropriate weigh batcher using approved mixed design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 mmicron thick polythene film, wedges, steel platesincluding levelling the formwork as pper drawing),,spreading the concrete with shovels, raes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joint, curing of concrete slab for 14 days using curing comppound(where specified) and water finishing lines and grade as per drawings and Technical Specification Clause 1501

Supply & Fixing of 350mm NP-3 Hume pipe (as per SOR SI NO 26 )

Supply & Fixing of Sign Board