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| 1 | Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). mechanically by power shovel including mechanical loading and carriage up to 50m. |
| 2 | Carriage of earth,Sand ,line morrum, manure or sludge for 5 KM |
| 3 | Providing and laying brick edging upto 15-19 cm deep and 9 -11 cm wide ( according to approved brick size to be specified) including digging of trenches, fixing bricks in position, refilling and disposal of surplus earth etc. complete |
| 4 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2 For Grading II Material |
| 5 | Providing, laying, spreading and compacting stone aggregate having physical requirement as per table 400-8 and of specific sizes as per table 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112 By Manual Means Grading- II (Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel |
| 6 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface ) |
| 7 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface ) |
| 8 | Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-6 & 500-7, grading-1for base / binder course including loading of aggregates with Front end loader and heating and mixing of stone aggregate and bitumen (including cost of anti-stripping compound wherever required) in hot mix plant transporting the mixed material in tipper and laying mixed material with sensor paver finisher to the required level and grade rolling by power roller & vibratory compactor to achieve the desired density (approved by the department) excluding cost of primer/tack coat [MoRTH Specification : Clause 504 & 112] with all lead . Grading II (19 mm nominal size) - Bitumen @ 3.40 % of mix using VG 30 ( thickness 50 - 75mm ) |
| 9 | 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.(60/70 grade) 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 and seal coat with all lead .[MoRTH Specification : Clause 510 & 112] In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG 30 |
| 10 | Providing and applying premix seal coat type \\"B\\" comprising of thin application of fine aggregate (0.06 cum per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen binder (Grade VG-30) (including cost of anti-stripping compound wherever required) In mini hot mix plant 6-10 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material ( MoRTH Specifications Clause 511) |
| 11 | 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.) |
| 12 | Construction of foundation/Inaugration pedstal in 23 cm thick brick masonary in CM 1:4 of size 1.20 m x1.80 m above ground level with 0.30m deep foundation in 34.5 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.75mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge Please Enable Macros to View BoQ information |
