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| 1 | Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 in & lead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Including Royalty). |
| 2 | Cement concrete with 4 cm.gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 3 | Class 150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. |
| 4 | Class 150 brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. |
| 5 | 12 MM thick plaster in 1:4 cement & coarse sand of 1.50 - 1.75 F.M mortar with over brick work minmum thickness not to be .less than 10mm. |
| 6 | 25 mm thick 1:2:4 Plain Cement concrete floor with cement approved coarse sand and 2cm. Graded approved stone grit laid in planels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any over lapping and the joints of panels if any and giving them a uniform finished, including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 7 | Cast cement concrete door sills chaukhats, boundary posts, shelves and similar small work with 1:2:4 cement, approved coarse sand of 2.20-3.60 FM and 20mm graded stone grit in bed block, hold fast etc complte including supply of all materials, and T&P etc required for proper completion of work. |
| 8 | R.C.C. work with cement approved coarse sand of 2.20 -3.60 F.M and 20 mm graded stone grit in proportion of 1:1.5:3 in Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I binding wire and including necessary centering and shuttering etc and supply of all materials, labour and T&P etc.required for the proper completion of the work. Binding wire to be supplied by the contractor free of cost. |
| 9 | Mild steel or TMT Bars ( Fe-500D or Higher) in plane work such as rein forced concrete are rain force brick work (when not included in an over all rates ) wrought to required shape as necessary including banding for proper completion of the work and including supply of all steel. |
| 10 | Providing ,laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory rollers to achieve the desired density complete as per direction of E/I. |
| 11 | Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 3:1.5:1 in pavement 20cm /as per design thick for c.c road coarse & fine aggregate confirming to IS standard mixed in concrete mixture Plant of not less then 0.2 cum capacity & appropriate weight batcher using, approved mix design, laid in approved fixed form work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound. (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plants etc. required for proper completion of work and also including complete shifting of material & concrete etc. |
| 12 | Supply & Laying of 80 mm thick I shapedmechanically compressed interloking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200 x ( 160 + 120 mm ) with minimum 5 mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver blocks shall not be less than 40 Mpa, by weight not less than 4.50 kg/Nos. i/c cost of all materials, labour and T & P etc. required for proper completion of the work as per direction of E/I ( Cement Grey/ Ordinary ). Please Enable Macros to View BoQ information |
