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| 1 | BOQ |
| 2 | Excavation in foundation in ordinary soil (Loam,clay or sand) including lift up to 1.50m and lead up to 30m and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m from the foundation trenches (where machine can not reach/move) for building work only(SOR-251A) |
| 3 | Depth from 0.0 to 1.5 M below G.L.. |
| 4 | Cement concrete with the 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plant etc.required for proper completion of the work. (SOR-281) |
| 5 | RCC Grade M25 Using batching plant transit mixer and manual placing |
| 6 | MORTH=20/15.11/CASE-II |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 8 | Thermo-mechanically treated bars of Grade Fe-500D or more. (DSR-18/5.22.6/A.R) |
| 9 | Cartage of earth or fly ash when added to schedule item no-253(SOR-261) |
| 10 | Ist km (If lead is beyond1/2 km). (SOR-261-b) |
| 11 | Supplying and stacking at site |
| 12 | 53 mm to 22.4 mm size stone aggregate(DSR-18/16.3.3/RMR) |
| 13 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. DAR-18/16.4 |
| 14 | Supplying and stacking of moorum at site.(DSR-18/16.3.10/ RMR) |
| 15 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.50 kg/sqm on prepared bituminous surface cleaned with mechanical brooms.(MORTH/502) |
| 16 | Providing and laying dense graded bituminous macadam with Higher capacity batch type HMPusing crused aggregates of specified grading premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler transporating the hot mix to work site laying with a hydrostatic paver finisher with sensor control to required grade, level and alignment rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per morth specification clause no.505 complete in all respect.(MORTH/505) |
| 17 | 40mm average compact thickness with bitumen of 60/70 grade @4.5% by weight of total mix |
| 18 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plantusing crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem roller to achieve the desired compaction as per MORTH specification clause No-507 Complete in all respects.(MORTH/507) |
| 19 | 30mm compacted thickness with bitumens grde [email protected]% by weight of mix. |
| 20 | Labour Cess and GST will be paid extra as per govt. orders |
