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| 1 | Dense Bituminous Macadam (Providing and laying dense bituminousmacadam with 100-120 TPH batch type HMP producing an average outputof 75 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mixand filler, transporting the hot mix to work site, laying with a hydrostaticpaver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve thedesired compaction as per MoRTH specification clause No. 507 complete inall respects.) (i) for Grading I ( 40 mm nominal size ) |
| 2 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 5.2 to 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)- for Grading-I ( 13 mm nominal size ) |
| 3 | Prime coat (Providing and applying primer coat with bitumen emulsion onprepared surface of granular Base including clearing of road surface andspraying primer at the rate of 0.60 kg/sqm using mechanical means.) |
| 4 | Tack Coat Providing and applying bituminous Tack coat over prepared surface with bituminous emulsion all complete as per Technical Specification Clause 503 |
| 5 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )-Over 10cm in width |
| 6 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 7 | Maintenance of Earth Shoulder (stripping excess soil) (Stripping excesssoil from the shoulder surface to achieve the approved level and compacting with plate compactor) |
| 8 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Bituminous courses (BC+DBM) |
| 9 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Granular courses (GSB/WMM) |
| 10 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 11 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC GRADE M10 |
| 12 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC GRADE M15 |
| 13 | Providing and laying light duty non-pressure NP2 class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1 : 2 (1 cement : 2 fine sand), b) 600 mm dia RCC pipes (NP2)including testing joints etc complete. |
| 14 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Depth upto 3 m |
| 15 | Plain cement concrete PCC Grade M15 in open foundation complete as per drawing and technical specifications |
| 16 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification |
| 17 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )- for grading- IMaterial |
| 18 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)WithCementconcretegradeM-10andmaximum crushed stone aggregate 40 mm |
| 19 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. ) WithCementconcretegradeM-40andminimumcement content @ 400 kg/cum. |
| 20 | Cleaning of existing drains |
| 21 | Cleaning of existing Culverts |
| 22 | Land Slide Clearance in soil Clearance of land slides in soil and ordinary rock by a Hydrolic Exacavator including loding in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m. |
