Ward no 12 siddheshwar mandir ke dayin aur mandir ke gate tak roburmold interlocking tiles dwara sadak and nali Nirman karya.

Sub head & detail of work

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)

SUPPY & LAYING OF 22.4 to 53 mm Stone ballast mixed with stone dust Consolidated coat is 10 cm as per P.W.D Specification

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

Supply and fixing of 80 mm thick Precast cement concerete I-Shape' Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, smooth high gloss finish, skid resistant; manufacture from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) and weight 5kg per No. confirming to IS: 15658-2006 including cost of material, labour , T & P etc reqired for proper completion of the work as directed by Engineer-in charge. but excluding interlocking cement tiles with the cost of tiles including supply & spreading of sand to required template as necessary required for proper completion of work. gray 80%

20% colour interlocking

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

Supply & Fixing Sign Bord Patiya Size 2/3 Including Fixing.

Please Enable Macros to View BoQ information