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| 1 | Sub head & detail of work |
| 2 | 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 I/C Compaction S.I NO-253(A) , 260(a), 261(b), 261(c) |
| 3 | Providing, laying, spreading and compacting stone aggregates of 45 to 63 mm sizes to water bound macadam specification i/c spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 4 | Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification i/c spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 5 | M-150 BRICK WORK IN 1:4 ONE CEMENT & FOUR COARSE SAND OF 2.20 F.M. MORTAR.S.I. 305(A) |
| 6 | 12 mm Thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 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.582. |
| 7 | P.C.C. 1:2:4 with 2 cm gauge stone grit instead of 4 cm. gauge stone ballast . S.I.No.279(a). |
| 8 | 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% |
| 9 | 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. COLOR 20% |
| 10 | Supply & Fixing Sign Bord Patiya Size 2/3 Including Fixing. |
| 11 | GST Please Enable Macros to View BoQ information |
