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| 1 | Earthwork in excavation by hydraulic excavator/manual means including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within the site lead upto 50mtr.: All Kinds of soil. |
| 2 | Supplying, laying and Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) |
| 3 | Supplying,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 paverfinisher 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. |
| 4 | Earth leveling by cutting/fillingat all depths using earth moving equipment in all classes of soil for site leveling including conveying the cut soil to places point out within the project site with maximum lead of 1Km for filling low lying areas etc. complete as directed by the EIC (Payment will be given only for earthwork excavation based on initial and final levels as certified by the EIC transportation and filling of earth in low lying areas will not paid separately) |
| 5 | Supllying, providing, Surface dressing, layingof sub base of morrum and spreading on prepared profile with proper slope and grade as specified or as per site requirement with proper compaction a roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specification and direction of E.I.C. |
| 6 | Providing and applying tack coat using bituminuous emlusion confirming to IS:8887, using pressure distributor incluidng cleaning and preparing the existing road surface with mechanical broom - With medium setting bitumen emlusion on W.B.M / W.M.M @ 0.40 Kg / sqm. |
| 7 | Providing and applying tack coat using bituminuous emlusion confirming to IS:8887, using pressure distributor incluidng cleaning and preparing the existing road surface with mechanical broom - With medium setting bitumen emlusion on bituminous surface @ 0.25 Kg / sqm. |
| 8 | Supplying, 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 9 | Supplying, providing and laying Dense Graded Bituminous Macadam 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 as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 10 | Supplying, 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, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 11 | Supplying, 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 |
| 12 | Supplying, providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 course 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, all complete as per manufacturer\"s specifications & direction of Engineer- in-Charge. 80mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern |
| 13 | Providing and Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (The required pipelines to be provided at regular interval to avoid rain cut and raining seepageas direction of Engineer- in-charge) |
| 14 | Pointing on brick/RR masonryworkwith cement mortar 1:3 (1cement : 3 fine sand): Raised and cut pointing |
