| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks | item 1 | 1 | Cum |
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| 2 | 2 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. Bituminous courses Granular courses | item 2 | 1 | Cum |
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| 3 | 3 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil | item 3 | 1 | Cum |
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| 4 | 4 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | item 4 | 1 | Cum |
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| 5 | 5 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - III Materia | item 5 | 1 | Cum |
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| 6 | 6 | Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam\nspecification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion oken - Grade-II (63-45mm) | item 6 | 1 | Cum |
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| 7 | 7 | Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam\nspecification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion oken - Crusher broken - Grade-III (53-22.4mm) | item 7 | 1 | Cum |
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| 8 | 8 | Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam\nspecification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion oken - Crusher broken - Grade-III (53-22.4mm) | item 8 | 1 | Cum |
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| 9 | 9 | Providing and applying primer coat over prepared surface of\ngranular base with bitumen emulsion as per IS : 8887 and approvedquality @ 0.6 kg/sqm with the help of spray set fitted on bitumenContainer (boiler) after cleaning the surface including removing ofbinding material and other foreign matter with wire brushes andsmall picks, sweeping with brooms or soft brushes and finallydusting with old gunny bags and compressed air to receivebituminous treatment complete as per clause 502 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion. | item 9 | 1 | SQM |
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| 10 | 10 | Providing and applying tack coat on the prepared surface with\nbitumen emulsion as per IS: 8887 and approved quality @ 0.2\nkg/sqm with the help of spray set fitted on bitumen Container (boiler)after cleaning the surface with brooms or soft brushes and finallydusting with old gunny bags and compressed air to receivebituminous treatment complete as per clause 502 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion. | item 10 | 1 | SQM |
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| 11 | 11 | Providing and laying open graded premix carpet 20mm thick\n(compacted), on prepared surface in a single course as wearingcourse, composed of specified graded crushed stone aggregate asper Table 500-23, premixed with bituminous binder @ 14.60 kg/10sqm (including cost of anti-stripping compound whereverrequired), including loading of material with F.E. loader, hot mixing ofstone aggregate and bitumen in computerised hot mix plant,transporting the mixed material by tippers to paver and laying withpaver finisher fitted with electronic sensor control to the requiredlevel and grade, compacting smooth wheeled roller 8-10 tonnecapacity and finishing to required level to achieve the desireddensity as per clause 511 of MoRT&H specification including allmaterial, labour, machinery, lighting, guarding and maintenance of\ndiversion but excluding cost of tack coat/ seal coat.With Bitumen VG-grade 30 | item 11 | 1 | SQM |
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| 12 | 12 | Providing and applying liquid seal coat type \"A\" comprising of a layerof bituminous binder @ 9.8 kg/ 10 Sqm (including cost of antistripping compound wherever required) followed by a cover of stonechipping @ 0.09 cum/10 sqm of specified grading and rolling withpower roller 8-10 tonne complete as per clause 513 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversionWith Bitumen VG-grade 30 | item 12 | 1 | SQM |
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| 13 | 13 | Providing and laying marking of center line and stop line etc with hotthermoplastic compound 2.5 mm thick on road/ plain surface,including reflectorising glass beads @ 250 gms per sqm area withspecial applicator machine, as per IRC:35 including cleaning thesurface of all dirt, dust and other foreign matter, demarcation at siteand traffic control involved. The finished surface to be level, uniformand free from streaks and holes as per clause 803 of MoRT&HSpecification including all material, labour, machinery, lighting,guarding and maintenance of diversion | item 13 | 1 | SQM |
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| 14 | 14 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | item 14 | 1 | Cum |
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| 15 | 15 | Providing and laying rolled cement concrete mix of M-10 base\ncourse with coarse and fine aggregate conforming to IS:383, thesize of coarse aggregate not exceeding 25 mm with minimumaggregate cement ratio 15:1 and minimum cementcontent of 200kg/cum, aggregate gradation to be as per table 600-4 after blending,mixing in batching plant at optimum moisture content, transporting tosite, laying with a paver with electronic sensor, compacting with 8-10tonnes smooth wheeled vibratory roller to achieve the designedlexural strength, finishing and curing complete as per clause 603,\n112 of MoRT&H specification including all material, labour,\nmachinery, lighting, guarding and maintenance of diversion | item 15 | 1 | Cum |
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| 16 | 16 | Providing and laying un-reinforced, plain cement concrete mix withConcrete Mixer & vibrator pavement over a prepared sub base with43 grade cement , coarse and fine aggregateconforming to IS: 383,maximum size of coarseaggregate not exceeding 25 mm, mixed asper approved mix design, laid, spread, compacted and finished in acontinuous operation including provision of contraction,expansion,construction and longitudinal joints etc including all material, labour,machinery, lighting, guarding and maintenance of diversion.PCC M-20 | item 16 | 1 | Cum |
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| 17 | 17 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30 | item 17 | 1 | Cum |
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