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| 1 | Providing & Laying Bituminious Macadam using crushed stone aggregate of specified grading Premix with bituminous binder, transported to site by tipper, laid over a Previous prepared surface with paver finisher equipped with electronic sensor to the required grade, level & alingment & rolling with smoothed wheeled, vibratory & and tandem roller all complete job. ( 50mm thick compacted thickness ) |
| 2 | Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site by tippers, laying withpaver finisher equipped 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. 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentageby weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 3 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying he bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. |
| 4 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 5 | Demolishing RCC work manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge |
| 6 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil |
| 7 | P/L in position Cement conc. 1 cement:4fine sand8graded crushed stone agg. 40 mm excluding the cost of centring & shuttering all work upto plinth level. |
| 8 | Providingand and laying in position specified grade of reinforced cement concrete (1:3:6) excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level. |
| 9 | Providingand and laying in position specified grade of reinforced cement concrete (1:1.5:3) excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level. |
| 10 | Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete |
| 11 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 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 complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 12 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 the joints except at sharp curve shall not to be 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). |
| 13 | Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) |
| 14 | Centring and shuttering including strutting, propping etc and removal of form work for.- Foundation, Footing etc |
| 15 | Centring and shuttering including strutting, propping etc and removal of form work for.-Suspended Floor etc |
| 16 | Centring and shuttering including strutting, propping etc and removal of form work for.-Edges of slab under 20cm |
| 17 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 18 | Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paint applied @ 2.20kg/10sqm) |
| 19 | Carriage of sand with in avg. lead 10 km by M.T. |
| 20 | Carriage of Aggregate with in avg. lead 10 km by M.T. |
| 21 | Disposal of excavated earth 5 km Please Enable Macros to View BoQ information |
