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| 1 | Dismantling of old damaged B.O.E. soling/C.C.Interlocking Tiles and stacking of dismantlled materials as directed by E/I.within a distance of 60.00M.(Non Schedule Item No.1) |
| 2 | Dismantling of cement concrete or brick or granolithic floors.including base concrete and stacking of dismantlled materials as directed by E/I.within a distance of 60.00M.(S.I.No.697) |
| 3 | Dismantling of old damage brick work and stone work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M. (S.I.No.692) |
| 4 | Cartage of malwa 5km |
| 5 | Supplying of Earth for cutting or in embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance and cartage upto 8Km distance as directed by the Engineer-in-charge excluding royalty |
| 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 | First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work SI N0.305 |
| 8 | 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) |
| 9 | 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. |
| 10 | 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 |
| 11 | 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 |
| 12 | P/L of Granular sub base with coarse graded materials (Table 404 ) 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. |
| 13 | P/L of 125 micron Plastic Sheet |
| 14 | Providing and laying cement concrete in 1:1.5:3 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 | Deduction cost of bricks bats |
| 16 | Deduction cost of bricks |
| 17 | Dismantling of old damaged B.O.E. soling/C.C.Interlocking Tiles and stacking of dismantlled materials as directed by E/I.within a distance of 60.00M.(Non Schedule Item No.1) |
| 18 | Dismantling of cement concrete or brick or granolithic floors.including base concrete and stacking of dismantlled materials as directed by E/I.within a distance of 60.00M.(S.I.No.697) |
| 19 | Dismantling of old damage brick work and stone work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M. (S.I.No.692) |
| 20 | Cartage of malwa 5km |
| 21 | Supplying of Earth for cutting or in embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance and cartage upto 8Km distance as directed by the Engineer-in-charge excluding royalty |
| 22 | 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) |
| 23 | First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work SI N0.305 |
| 24 | 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) |
| 25 | 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. |
| 26 | 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 |
| 27 | 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 |
| 28 | P/L of Granular sub base with coarse graded materials (Table 404 ) 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. |
| 29 | P/L of 125 micron Plastic Sheet |
| 30 | Providing and laying cement concrete in 1:1.5:3 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. |
| 31 | Deduction cost of bricks bats |
| 32 | Deduction cost of bricks Please Enable Macros to View BoQ information |
