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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stakcing of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Dismentling of existing Structures like culverts bridges retaining walls and other Strutures |
| 3 | Construction of embankment with approved material obtained from borrow pits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 |
| 4 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 5 | Construction of Embankment with Material Deposited from Roadway cuttingConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (MORT&H 305, 3.17) |
| 6 | Construction of subgrade & erthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 7 | Granular Sub-Base with Graded Material (Table:- 400-1)By Mix in Place MethodConstruction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 8 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (ii) By Mechanical Means |
| 9 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate (45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent , 2.36 mm to 75 micron@ 30 per cent) of Bhatarkoop/ Kabarai Quarry to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 11 | Dense Graded Bituminous Macadam Grading-IIProviding and laying dense graded bituminous macadam with Hire Capcity Batch Type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total 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. 505 complete in all respects. |
| 12 | Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen VG-10 Grade using Bitumen pressure distributor @ 0.20 kg per sqm on the prepared over bituminous surface & cleaned with broom as per Technical Specification Clause 503. |
| 13 | Bituminous Concrete Grade II Providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent 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. 507 complete in all respects |
| 14 | Excavation Earthwork in excavation for as per drawing and technical specification Clause 305.1 including setting our construction of shoring and bracing removal to stumps and other deleterious materials ans disposal upto a lead to 50 m dressing of sides and bottom and backfilling in tenches with excvated suitable materials |
| 15 | P.C.C. grade M-10 (1:3:6) Providing concrete for plain/reainforced concrete in open foundation complete as per drawing and Mord Specification Clauses 802,803,1202,1203, |
| 16 | Brick Work M-150 maslony work in cement Mortar 1:3 in Foundation complete |
| 17 | Pointing with cement mortar (1:3 ) on brick work/CR Stone masonry as per drawing and technical specification clause 613.3 and 1204 |
| 18 | Supply & laying 600 mm dia NP-3 Hume pipes |
| 19 | Shifting coloring painting and lettering for Km, hecto meter Stone Please Enable Macros to View BoQ information |
