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| 1 | CSR 6.19:Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 2 | Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as perMORT &H technical specification |
| 3 | 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 from mix plant to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 4 | Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. |
| 5 | Construction of 1'-6\\" Dia Hume Pipe Culvert |
| 6 | Earthwork in excavation in foundation in ordinary soil |
| 7 | Cement concrete 1:4:8 using stone ballast 40mm gauge in foundation |
| 8 | Providing and laying mud concrete |
| 9 | First class brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 10 | Providing & laying 450 mm dia Hume Pipe NP-3 for culvert as pe |
| 11 | 12.5mm Cement plaster 1:4 |
| 12 | Painting with synthetic enamel paint |
| 13 | Construction of 1.5mx1.5m load bearing load |
| 14 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 15 | Cement Concrete 1:2:4 with stone ballast of size 40 mm gauge mixing by machenical means using concrete mixer voluemetric type |
| 16 | Reinforced cement cocrete M-25 mechanicaly batch mixed using batch type mixer and needle vibrator mixed but excluding steel reinforcement, centering and shuttering in foundation & plinth |
| 17 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-2009 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. @ 4800-3894=906+90.60 (10%) =997.59 + 9.98 (1%) =1007.56 P.Qtl |
| 18 | Add: 1% Heritage/Culture Cess Please Enable Macros to View BoQ information |
