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| 1 | Excavation for Roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers trimming botton and side slopes, in accordance with rrequirements of lines, grades and cross sections and transporting to the embankment location with all lifts and lead upto 100 m |
| 2 | Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means |
| 3 | Construction of embankment with approved materials obtain from Right of way with all lifts and leads, transporting to site , spreading grading to required slope and compacting to meet requirement of table 300-2 out of abadi portion |
| 4 | Providing, laying, spreading and compacting graded stone aggregate of granular sub base (Gr-1) by providing closed graded material mixing in a mechanical by mix in place method at site at OMC, spreading in uniform layers with Rotravator on prepared surface & compacting with vibratory power roller to achieve the desired density complete as per clause-401 |
| 5 | Providing, laying, spreading and compacting graded stone aggregate 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.as per MORTH specification clause No. 406 complete in all respects. |
| 6 | Providing and applying primer coat with bitumen emulsion slow setting on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MoRTH specifications |
| 7 | Providing and laying dense graded bituminous macadam Garede II with 100-120 TPH batch type hot mix plant producing an average output of 30 cum per hour using crushed aggregates of specified grading premixed with bituminous binder@ 4.5 % by weight of total mix and filler transporting the hot mix to site of work. laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment roaling with smooth wheel, vibratory and tendem roallers to achieve the desired compaction as per MORTH specifications clause 507 |
| 8 | Tack Coat II Providing and applying tack coat with bitumen VG-10 using Bitumin pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 9 | Providing and laying bituminous concrete Grade II with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 |
| 10 | Const of sub - grade and earthe shoulders with approved materials obtain from Right of way pits with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables Patari Work |
| 11 | Providing and laying Ordinary kilometer stone |
| 12 | Providing and laying Hectometer stone |
| 13 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.As per pwd MORD 11.1 |
| 14 | Plain cement concrete 1 : 3 : 6 nomional mix in foundation with crushed stone aggregate 40 mm nomional size mechnically mix place in foundation and compacted by vibration including curring for 14 days. |
| 15 | Brick masonry work in 1 : 6 in substructure complete excluding pointing and plastering as per drawing and Technical Specifications. |
| 16 | Plaster with cement mortor 1:3 as per SOR Sl No. 583. |
| 17 | Furnishing and placing reinforced cement concrete RCC M-25 Grade in superstructure as per drawing and technical specifications. |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications. |
| 19 | Maintenance of 1st year after completion of work @0% of total work amount |
| 20 | Maintenance of 2nd year after completion of work @0.25% of total work amount |
| 21 | Maintenance of 3rd year after completion of work @0.50% of total work amount |
| 22 | Maintenance of 4th year after completion of work @0.75% of total work amount |
| 23 | Maintenance of 5th year after completion of work @1.00% of total work amount Please Enable Macros to View BoQ information |
