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| 1 | Road Work |
| 2 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.(mord 201(2.1) |
| 3 | Providing and applying tack coat with bitumen (Vg-10) pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom Both wheeled Roller 8 - 10 tonne capecity, finished to required level and grades Morth 503 (Sanction Rate) |
| 4 | Providing and laying bituminous macadam with 60-90 TPH Hot Mix Plant producing an average output of 25 cum per hour using crushed aggregate of specified grading, premixed with bituminous binder (VG-30 @ 3.3 %)transported to site , laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. (as per MORTH Specification - 504) |
| 5 | Semi-Dense Bituminous Concrete (S.DBC) (Using Water Plastic) providing and laying Semi- Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent mix to work at site as per MORTH & H specification clause No. 508 complete in all respects (Reducing Bituminous Quantity by 8% and replacing it by Plastic wastage as per IRC SP 98-2013)Morth 508 (Sanction Rate) |
| 6 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (mord 803) CH 26 |
| 7 | Divider work |
| 8 | Dismanteling cement concrete or brick or granolithik floors including stacking of dismanteled material as directed by engineer in charge with ina distance of 60 meters. (Sor -697) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mmnominal size)(Sor 4.1.3) |
| 10 | S/f of Rubber moulded cement concrete kerb stone M-20 (300x300x150) MM |
| 11 | Scraping old white or colour wash including disposal of refuse as directed by Engineer -in-Charge within a distance of 60 meters (sor no 708) |
| 12 | Providing and applying white cement based puttyof approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.(dsr new 2023-24) ch15 |
| 13 | finishing walls with exterior emulsion panit(Apex) of approved brand and manufacter and of require shade on undarcoated wall surface to give even shade over @ 1.25ltr/10 sqm including one coat of primier applied @ 0.75 ltr/10 sqm coat curing and cost of all materials ,labour ,t&p etc. required for proper completion of work . (for two coat).(DSR 23-24 CH15) |
| 14 | Repairing Work |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (4.1.2) |
| 16 | Class -150 brick work in 1: 4cement and fine sandof1.25finenessmodulousmoterin foundationandplinthincludingsupply ofall materials,labourandtoolsandplantsetc, required for proper completion of work (6.1.1) |
| 17 | 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)(Sor no 13.1.1) |
| 18 | Interlocking Work |
| 19 | Earthworkinsurfaceexcavationnotexceeding30 cm indepth but exceeding 1.5m in width as well as 10 sq.m. on planincluding getting out and disposal of excavated earth upto 50m and lift upto 1.5m, as directed by Engineer-in-Charge(sor no-2.6.1) |
| 20 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause-401 S/R(Sanction Rate) |
| 21 | Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504.(Exclusive G.S.B.)(mord 1500 (6.7) |
| 22 | Deduction Of interlocking |
