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| 1 | Dismantling of old damage BOE C.C. tiles Road work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M |
| 2 | Dismantling manually/ by mechanical Bituminous road means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge |
| 3 | Dismantling of cement concrete or brick or dismantlled materials as directed by E/I.within a distance of 60.00M |
| 4 | Dismantling of old damage BOE C.C. tiles Road work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M |
| 5 | Cartage upto 5.00km for disposing of malba |
| 6 | Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 273) |
| 7 | RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in slab of culvert excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 284 |
| 8 | Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 504 |
| 9 | Fabrication of Mild steel or iron work of grill and stair case railling (When not included in an overall rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts and wastage etc. and there fixing if required for proper completion of work.(S.I.No.502c) |
| 10 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceefing 0.5m in depth and earthwork in embankment to be in 20cm layers, including ramming and dressing the surface to required levels & slope & also including 1.50m lift & 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the Engineer-in-Charge. (Excluding Royalty) S.I. No. 253 |
| 11 | Cartage upto 5.00km for disposing of malba |
| 12 | First class brick work in 1:4 cement and fine sand of 1.25 FM. Mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 13 | 12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) |
| 14 | Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. |
| 15 | P/L of Granular sub base with coarse graded materials (Table 400-2 ) in granular sub base by providing coare graded materials, spreading in uniform layer with motor grader on preparing surface mixing by mix in place method with rotovator O.M.C. and compacting with power vibratory roller to achieve the desired density complete as per clause 401compected incluing lighting, guarding, barricating and maintance of diversion etc |
| 16 | P/L of 125 micron plastic sheet |
| 17 | Cement Concrete with 2cm gauge approved stone ballast, approved coarse sand and cement in proportion of 1:2:4 including supply of all material labour and T&P etc. required for proper completion of the work. |
| 18 | Supply and Laying of rubber Moulded C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1 : 1 -1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction of E/I |
| 19 | Deduction cost of brick bats |
| 20 | Deduction cost of bricks Please Enable Macros to View BoQ information |
