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| 1 | Supplying, stacking and Spreading of good earthin required thickness at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment) as required and as directed by the Engineer-in-charge, complete. |
| 2 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling thesurface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as directed by the Engineer-in-charge, complete. All labour and materials . |
| 3 | Earth work in surface excavation in All kinds of Soils not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge, complete. |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.All labour and materials . |
| 5 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.All labour and materials . |
| 6 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification,and as per the directions of the Engineer-in-Charge,complete.All labour and materials . |
| 7 | Providing and applying tack coat using Rapid setting bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom, as per the directions of the Engineer-in-Charge,complete.All labour and materials . |
| 8 | Bitumen emulsion over WBM/WMM |
| 9 | bitumen emulsion over bituminous surface |
| 10 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 11 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, for External works having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 12 | 25mm nominal dia pipes |
| 13 | 32mm nominal dia pipes |
| 14 | Supplying 20mm dia. PVC flexible Hose Pipe of approved make at site of work etc., as directed by the Engineer - in -charge, complete. |
| 15 | Transportation of excavated earth up to a lead of 5 kmincluding Ioading,unIoading and stacking, as directed by the Engineer in Charge, complete. |
