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| 1 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1) |
| 3 | Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) |
| 4 | Wet mix macadam (Plant mix method)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 grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (MORTH/4.14/406(B)) |
| 5 | Providing and applying primer coat with SS1 grade bitumen VG-10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (MORTH 5.01/502) |
| 6 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25kg/Sqm on prepared bituminous surface cleaned with mechanical broom (MORTH-5.02/503) |
| 7 | Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-30 @4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve to desired compaction as per MORTH Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B)) |
| 8 | 50mm compacted thickness with bitumen perpetration of [email protected]% by weight of total mix. (MORTH-/5.05/505(B)) |
| 9 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder [email protected]% of mix and filler transporting the hot mix to work site laying with hydrostatic paver finsher with sensor control to the required grade, level and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORTH specification clause 507 complete in all respect (MORTH/507(B)/5.05) |
| 10 | 40mm compacted thickness with bitumen peretration of [email protected]% by weight of total mix |
| 11 | Road marking with Hot applied Thermoplastic compound with reflectorising Glass beads on Bituminious surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (SOR-2020/New item/Sr.No.19.01) |
| 12 | Cartage of earth or fly ash when added to schedule item no. 253 : 6 Km. and beyond (SOR-20/261(C)) |
| 13 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1) |
| 14 | 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 grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (MORTH/4.14/406(B)) |
| 15 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (DSR-18/16.91/AR) |
| 16 | 70mm thick RCC pavement slab block of M-30 grade with approved colour, design & pattern (Based on DSR-18/16.91/AR/SOR) |
| 17 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279)Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) |
| 18 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
