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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANSIn area of Light Jungle |
| 2 | ekyh 'e'kku ls enqYyk pkpk dh ckM+h rd ch-Vh- lM+d uofuekZ.k dk;ZA |
| 3 | Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. |
| 4 | ekyh 'e'kku ls enqYyk pkpk dh ckM+h rd ch-Vh- lM+d uofuekZ.k dk;ZA |
| 5 | Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade |
| 6 | ekyh 'e'kku ls enqYyk pkpk dh ckM+h rd ch-Vh- lM+d uofuekZ.k dk;ZA |
| 7 | Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). |
| 8 | ekyh 'e'kku ls enqYyk pkpk dh ckM+h rd ch-Vh- lM+d uofuekZ.k dk;ZA |
| 9 | Dismantaling of existing structures like culverts, bridges, retaining walls 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 lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. BY MECHANICAL MEANS Prestressed/reinforced cement concrete grade M-20 & above. |
| 10 | f'ko Dyhfud ls ckykth nq/k Ms;jh lMd dk lh0lh0 lMd ls lqn` |
| 11 | dkWyst Mkej lM+d ls vkn'kZ fo|ky; rd {kfrxzLr lh0lh0 lMd ls lqn` |
| 12 | 'kadj th lqeu dh ckMh ls jkeyky lqeu rd lh-lh- lM+d uofuekZ.k dk;ZA |
| 13 | LVsV gkbZos&51 esu jksM+ ls jke/kke rd {kfrxzLr lh0lh0 lMd ls lqn` |
| 14 | Total |
| 15 | Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 blening to be as per Table 600-1, cement content not to be less than 200 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing. |
| 16 | f'ko Dyhfud ls ckykth nq/k Ms;jh lMd dk lh0lh0 lMd ls lqn` |
| 17 | dkWyst Mkej lM+d ls vkn'kZ fo|ky; rd {kfrxzLr lh0lh0 lMd ls lqn` |
| 18 | 'kadj th lqeu dh ckMh ls jkeyky lqeu rd lh-lh- lM+d uofuekZ.k dk;ZA |
| 19 | LVsV gkbZos&51 esu jksM+ ls jke/kke rd {kfrxzLr lh0lh0 lMd ls lqn` |
| 20 | Total |
| 21 | Providing and Laying un-reinforced, dowel jointed, plain cement concrete 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 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-30 pavement Grade |
| 22 | f'ko Dyhfud ls ckykth nq/k Ms;jh lMd dk lh0lh0 lMd ls lqn` |
| 23 | dkWyst Mkej lM+d ls vkn'kZ fo|ky; rd {kfrxzLr lh0lh0 lMd ls lqn` |
| 24 | 'kadj th lqeu dh ckMh ls jkeyky lqeu rd lh-lh- lM+d uofuekZ.k dk;ZA |
| 25 | LVsV gkbZos&51 esu jksM+ ls jke/kke rd {kfrxzLr lh0lh0 lMd ls lqn` |
| 26 | Total |
| 27 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Please Enable Macros to View BoQ information |
