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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M. distance as directed by the Engineer in charge excluding Royallity. Wherever applicable for small work of Abadi area. (Where machine can not reach/move) SOR-20/253(a)/4.03) |
| 2 | Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C)) |
| 3 | 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) |
| 4 | 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) |
| 5 | 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)) |
| 6 | Providing JCB with driver and including POL (SOR-20/S.No31/Chapter-2) |
| 7 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.50kg/Sqm on prepared bituminous surface cleaned with mechanical broom (MORTH-5.02/503/(i)) |
| 8 | 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)) |
| 9 | 50mm compacted thickness with bitumen perpetration of [email protected]% by weight of total mix. (MORTH-/5.05/505(B)) |
| 10 | 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) |
| 11 | 40mm compacted thickness with bitumen peretration of [email protected]% by weight of total mix |
| 12 | 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) |
| 13 | 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) |
| 14 | Depth from 0.0 to 1.5M below G.L. |
| 15 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 16 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 17 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 18 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) |
| 20 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 21 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 22 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR-18/15.2.1) |
| 23 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR-18/16.82) |
| 24 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/D/Case-II) |
| 25 | PCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/D/Case-II) |
| 26 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
