|
| 1 | supplying premix bituminous carpet mix at plant site using b.t. aggregate as specified and using bitumen grade vg-10 for mixing with aggregate at the rate of 3.36percent i.e. 33.60 kg/ m.t. by wight of total mix including heating and mixing in drum mix plant and transporting the hot mix to work site and spreading the same by paver finisher for patches and consolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tool etc including conveyance to the site completed. |
| 2 | Providing and laying seal coat with B.T. aggregate as specified using aggregate at the rate of 0.18 cum / 10 sqm and bitumen for mixing with aggregate at the rate of 4.50Percent i.e. 45.00 kg / M.Ton of total mix including heating and mixing in drum mix plan and transporting the hot mix to work site and spreading the same by paver finisher for patches and consolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tool etc including conveyance to the site completed. |
| 3 | Providing and laying 20mm (compacted) thick mix seal surface premixed by hot mix hot laid process premixed with bituminous binder of VG-10 grade at 5.09Percent by weigth of total mix and 2.50 kgs/ 10 sq.mt. for tack coat including heating the aggregate and asphalt in drum mix plant, transporting the hot mix to work site and spreading the same by paver finisher for patches as directed and consolidation with vibratory roller including providing all materials, equipmet, tools and plants, oil, kerosene, firewood, labour charges using contractore's own drum mix plant including conveyance to the site without paver finisher etc. complete |
| 4 | Providing and laying bituminous grout 37.5 mm thick compacted with asphalt of VG-10 @ 1.99percenet by weigth of mix for mixing and 2.5 kg / 10 sq.mt. for tack coat and using B.T. chips of required gradation including cleaning and heating asphalt premix materials by hot mix process in proper gradation, transporting the hot mix to work site and spreading the same by paver finisher for patches as directed and consolidation work with vibratory roller including cost of materials, labours, equipment and plant, fuel and oil using contractor's own drum mix plant including conveyance to the site without paver finisher etc. complete |
| 5 | Supplying premix bituminous carpet mix at plant site using B.T. aggregate as specified and using bitumen grade VG-10 for mixing with aggregate at the rate of 3.36percent i.e. 33.60 kg/ M.T. by wight of total mix including heating and mixing in drum mix plant and transporting the hot mix to work site and spreading the same by manualy by contractor's labour for patches and consolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tool including conveyance to the site without paver finisher etc completed. |
| 6 | Providing and laying seal coat with B.T. aggregate as specified using aggregate at the rate of 0.18 cum / 10 sqm and bitumen for mixing with aggregate at the rate of 4.50percent i.e. 45.00 kg / M.Ton of total mix including heating and mixing in drum mix plan and transporting and spreading the same by manually by contractor's labour for patches as directed and consolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tool including conveyance to the site without paver finisher etc completed. |
| 7 | Providing and laying 20mm (compacted) thick mix seal surface premixed by hot mix hot laid process premixed with bituminous binder of VG-10 grade at 5.09percent by weigth of total mix and 2.50 kgs/ 10 sq.mt. for tack coat including heating the aggregate and asphalt in drum mix plant, transporting the hot mix to work site and spreading the same by manually by contractore's labour for patches as directed and consolidation with vibratory roller including providing all materials, equipmet, tools and plants, oil, kerosene, firewood, labour charges using contractore's own drum mix plant including conveyance to the site without paver finisher etc. complete |
| 8 | Providing and laying bituminous grout 37.5 mm thick compacted with asphalt of VG-10 @ 1.99percent by weigth of mix for mixing and 2.5 kg / 10 sq.mt. for tack coat and using B.T. chips of required gradation including cleaning and heating asphalt premix materials by hot mix process in proper gradation, transporting the hot mix to work site and spreading the same by manually by contractor's labour for patches as directed and consolidation work with vibratory roller including cost of materials, labours, equipment and plant, fuel and oil using contractor's own drum mix plant including conveyance to the site without paver finisher etc. complete |
| 9 | Providing and laying asphalt painting on B.T. surface with bitumen VG-10 at rate of 5 Kg/10 sqmt. and spreading stone dust on painting surface at the rate of 0.03 Cu.mt /10 Sqmt. |
| 10 | Providing & laying Compacted Bituminous Macadam with using VG-10 asphalt for tack coat at 2.50 Kg / 10 Sq.Mt. using stone aggregate as per gradation and aspahlt grade VG-10 at 3.40 percent by weight of total mix hot laid process with drum mix plant and transporting the hot mix to work site and spreading the same by paver finisher for patches and consolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tool etc including conveyance to the site completed. |
| 11 | Providing & laying SDBC using B.T. stone chips as per MORTH gradation and specification with asphalt VG-10 at the rate of 50.00 kg. / M.Tone of total wt. for mix i.e. (5.00 percent ) by weight of total mix of bitumen including mixing aggregates & asphalt by continuous batching drum mix plant and transporting the hot mix to work site and spreading the same by paver finisher for patches and consolidation with vibratory roller including necessary firewood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tool etc including conveyance to the site completed. |
| 12 | Providing and applying evenly Priming coat with emulsion asphalt at the rate of 2.50 Kg/ 10 Sq.m on road surface using emulsion SS-1 pressure spreayer etc. complete including the cost of asphalt |
| 13 | Providing and applying evenly Priming coat with emulsion asphalt at the rate of 2.50 Kg/ 10 Sq.m on road surface using emulsion RS-1 pressure spreayer etc. complete including the cost of asphalt |
| 14 | Providing and laying mastic asphlat 25mm (average) thik wearing course (as per specifications MORTH section 516) with Industrial Grade Bitumen 85/25 after cleaning the surface tack the same bitumen at the rate of 2.5 kg/10 sqm and chicken mesh reinforcement 1.5 mm dia steel wire with heagonal or rectangular opening size 20-25 mm shall be laid and over this prepared surface laid prepared mastic asphalt, using coarse aggregate 13mm nomial size 40Percent by mass of total mix and fine aggregate 2.36 to 0.075mm 31.9Percent and Industrial Grade Bitumen 85/25 at the rate of 10.2 Percent by weight of total mix in mastic cooker and laid to required level and slope after cleaning the sruface, after laying the mastic asphalt for resistenct to skidding aggregate size passing 13.2 mm sieve and reqained on 6.7mm sieve precoated with the same bitumen at the rate of 2Percent and applied at the rate of 0.005 cum per 10 sqm and at an approximate spacng of 10 cm centre to centre in both directions, pressed into surface when the temperature of surface is not less than 1000C, producing 1 mm to 4 mm over mastic surface, all complete as per clause 516 rate inclusive of chicken mesh, tack coat, mastic asphalt and all aggregate, labour charge, machinery etc. complete. |
