WARD NO 1 ME BALMIKI DHRAMSALA SE PREM BALMIKI KE GHR TK C.C SADK V NALI NIRMAN KARY

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. Including Royallity Si No. 253 (a). from 5 K M cartage Including Compaction S.I NO-253(A) ,260(a),261(b),261(c)

Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber. as per Technical specification Clause 405

M-150 BRICK WORK IN 1:4 ONE CEMENT & FOUR COARSE SAND OF 2.20 F.M. MORTAR.S.I. 305(A)

P.C.C. 1:2:4 with 2 cm gauge stone grit instead of 4 cm. gauge stone ballast .S.I.No.279(a)

Construction of un reinforced ,dowel jointed at expention and construction joint onlyplain cement pavment thickness as per design , over a prepared base with 43 grade cement in 1:1.5:3 i/c all complete as per pwd S.I.NO-20.18 NEW ITEM

R.C.C. 1 : 1.5 : 3 with 2 cm gauge stone grit i/c all complete .S.I.No.284New Item.

M S (TOR steel or plain)in plain work such as R.C.C or R.B work i/c bending full proper shape &supply of steel &its wastage bend, hooks, and authorised overllaping shall be measured and including cost of binding wire. S I NO 504.

12 mm Thick plaster with cement and coarse sand of 1:4 over brick work minimum thickness not to be less than 1cm. Including supply of all materials labour, tools and plants etc. required for proper completion of the work. S.I No.584.

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